PLANS FOR PROPOSED SHEET NO. 1 Title Sheet SHEET NO. 2-6 …apps.sd.gov/HC65C2C/EBS/lettings/electronicplans/04VJ... · 2020. 3. 4. · )25%,'',1*385326(621/< STATE OF PROJECT SHEET

1April 1, 2020

FOR BIDDING PURPOSES ONLY

PROJECT LOCATION

Design Designation:

155 175 7.9%

ADT (2016) ADT (2036) Truck ADT V 55 m.p.h.

Storm Water Permit:

Major Receiving: Body of Water: Area Disturbed: Total Project Area: Latitude: Longitude:

James River North Branch Dry Creek 3.81 Acres 6.45 Acres 43° 2 1' 46" N -97° 50' 13' W

Brosz Engineering, Inc. Project No. 16-926F

N

STATE OF SOUTH DAKOTA

PROJECT SHEET TOTAL 1-------------1 NO. SHEETS

BRF 6197(02) 34 STATE OF SOUTH DAKOTA

DEPARTMENT OF TRANSPORTATION INDEX OF SHEETS

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PLANS FOR PROPOSED

PROJECT BRF 6197(02) HUTCHINSON COUNTY

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Structure and Approach Grading

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418th Avenue

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23 24

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SHEET NO. 1

SHEET NO. 2-6

SHEET NO. 7-10

SHEET NO. 11

SHEET NO. 12

SHEET NO. 13

SHEET NO. 14-15

SHEET NO. 16

SHEET NO. 17

SHEET NO. 18

SHEET NO. 19

SHEET NO. 20-22

SHEET NO. 23-24

SHEET NO. 25-26

SHEET NO. 27-34

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Sta. 32+00.00 A point approximately 3200.0' North of the SW Corner of Section 28 T98N R59W

24 19

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34 1500.0' North of the SW Corner of Section 28 T99N R59W

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Title Sheet

Notes and Quantities

Storm Water Pollution Prevention Plan

Erosion Control Plan

Traffic Control

Typical Section and Control Data

Plan and Profile Sheets

Standard Plate for Intersecting Roads

Standard Plate for lnslope Transitions for Box Culverts

Standard Plate for CMP Sloped Ends

Standard Plates for Signing and Posts

Standard Plates Erosion Control

Details for Quad 11 'x10' Precast Box Culvert

Standard Plates for Structure

Cross Sections

ENGINEER'S CERTIFICATE

Donald J. Hammond REG. NO. 8026

FOR BIDDING PURPOSES ONLYSTATE OF PROJECT SHEET TOTAL

SOUTH SHEETS

DAKOTA BRF 6197(02) 2 34 GRADING QUANTITIES: SPECIFICATIONS

COMMITMENT B: FEDERALLY THREATENED, ENDANGERED, AND BID ITEM ITEM QUANTITY UNIT Standard Specifications for Roads and Bridges, 2015 Edition and Required PROTECTED SPECIES NUMBER Provisions, Supplemental Specifications, and Special Provisions as included 009E0010 Mobilization Lump Sum LS in the Proposal. COMMITMENT 81: CONSTRUCTION PRACTICES FOR STREAMS

120E0010 Unclassified Excavation 11783 CuYd INHABITED BY THE TOPEKA SHINER ENVIRONMENTAL COMMITMENTS

230E0010 Placing Topsoil 1552 CuYd 250E0020 Incidental Work, Grading Lump Sum LS

The SDDOT Environmental Office has identified the following as Topeka The SDDOT is committed to protecting the environment and uses Section A Shiner streams.

270E0040 Salvage and Stockpile Asphalt Mix 2388.0 Ton Environmental Commitments as a communication tool for the Engineer and and Granular Base Material Contractor to ensure that attention is given to avoid, minimize, and/or Table of To(!eka Shiner Streams

450E4759 18" CMP 16 Gauge, Furnish 156 Ft mitigate an environmental impact. Environmental commitments to various

450E4760 18" CMP, Install 156 Ft agencies and the public have been made to secure approval of this project. Station Stream Name Ordinary High Water Elevation 450E5406 18" CMP Safety End, Furnish 6 Each An agency with permitting authority can delay a project if identified

450E5407 18" CMP Safety End, Install 6 Each environmental impacts have not been adequately addressed. Unless 23+37 North Branch of Dry 1275.10 otherwise designated, the Contractor's primary contact regarding matters Creek

634E0110 Traffic Control Signs 125.0 SqFt associated with these commitments will be the Project Engineer. These 634E0120 Traffic Control, Miscellaneous Lump Sum LS environmental commitments are not subject to change without prior written Action Taken/Reguired: 634E0275 Type 3 Barricade 8 Each approval from the SDDOT Environmental Office. 730E0204 Type C Permanent Seed Mixture 52 Lb The Contractor will adhere to the "Special Provision for Construction

731E0100 Fertilizing 2888 Lb Additional guidance on SDDOT's Environmental Commitments can be Practices in Streams Inhabited by the Topeka Shiner".

732E0100 Mulching 5.8 Ton accessed through the Environmental Procedures Manual found at:

734E0102 Type 2 Erosion Control Blanket 476 SqYd httQs://dot.sd.gov/media/documents/EnvironmentalProceduresManua l.Qdf Stream turbidity will be monitored during all stages of the project. Turbidity

measurements are to be taken in conjunction wi th normal storm water 734E0154 12" Diameter Erosion Control 1140 Ft For questions regarding change orders in the field that may have an effect inspections but can also be taken at the Project Engineer's discretion during

Wattle on an Environmental Commitment, the Project Engineer will contact the construction activities that may result in increased turbidity (e.g., placing 734E0165 Remove and Reset Erosion Control 285 Ft Environmental Office at 605-773-3098 or 605-773-4336 to determine riprap or installing a coffer dam).

Wattle whether an environmental analysis and/or resource agency coordination is 734E0604 High Flow Silt Fence 950 Ft necessary. Prior to the pre-construction meeting the Contractor will produce and provide

734E0610 Mucking Silt Fence 66 CuYd the SDDOT Environmental Office a comprehensive Construction Plan that

734E0620 Repair Silt Fence 50 Ft includes all products, materials, and methods of installation and removal for

734E0900 Temporary Diversion Channel for 1 Each COMMITMENT A: WETLANDS temporary water barriers, cofferdams, and diversion channels including de-

Fish Passage watering, handling, storage, and disposal of excavated material and pumped

All efforts to avoid and minimize wetland impacts from the project have effluent throughout all phases of construction, including post-construction resulted in approximately 0.09 acres of wetlands (includes temporary and stabilization. Work will not proceed on any of the streams identified in the permanent) becoming impacted. Table of Topeka Shiner Streams without approval of the Construction Plan

by the SDDOT Environmental Office. Upon plan approval, the Construction Action Taken/Reguired: Plan will be amended to the SWPPP.

STRUCTURE QUANTITIES: Mitigation is required in accordance with the "Statewide Finding Regarding

BID ITEM ITEM QUANTITY UNIT Wetlands for South Dakota Federal-Aid Highway Projects (February 2016)". COMMITMENT 82: WHOOPING CRANE NUMBER Replacement of 0.09 acre(s) of permanent wetland impacts wi ll be

250E0030 Incidental Work, Structure Lump Sum LS completed through another wetland mitigation opportunity in a manner which The Whooping Crane is a spring and fall migratory bird in South Dakota that

420E0200 Structure Excavation, Box Culvert 152 CuYd considers FHWA's program-wide goal of 'net gain' of wetlands through is about 5 feet tall and typically stops on wetlands, rivers, and agricultural

421E0200 Box Culvert Undercut 231 CuYd enhancement, creation, and preservation. lands along their migration route. An adult Whooping Crane is white with a

red crown and a long, dark, pointed bill. Immature Whooping Cranes are 464E0100 Controlled Density Fil l 40.2 CuYd Temporary impacts identified in the Table of Impacted Wetlands will not be cinnamon brown. While in flight, their long necks are kept straight and their 560E2148 2-11 'x1 O' Precast Concrete Box 144.0 Ft mitigated as original contours and elevations will be re-established. long dark legs trail behind. Adult Whooping Cranes' black wing tips are

Culvert, Furnish visible during flight.

560E2149 2-1 1'x10' Precast Concrete Box 144.0 Ft The Contractor will notify the Project Engineer if additional easement is Culvert, Install needed to complete work adjacent to any wetland. The Project Engineer will Action Taken/Reguired:

560E3148 2-11 'x 1 O' Precast Concrete Box 4 Each obtain an appropriate course of action from the Environmental Office before

Culvert End Section, Furnish proceeding with construction activities that affect any wetlands beyond the Harassment or other measures to cause the Whooping Crane to leave the

560E3149 2-11 'x1 O' Precast Concrete Box 4 Each work limits and easements shown in the plans. site is a violation of the Endangered Species Act. If a Whooping Crane is

sighted roosting in the vicin ity of the project, borrow pits, or staging areas Culvert End Section, Install associated with the project, cease construction activities in the affected area

700E0310 Class C Riprap 312.8 Ton until the Whooping Crane departs and immediately contact the Project

831E0110 Type B Drainage Fabric 377 SqYd Engineer. The Project Engineer will contact the Environmental Office so that the sighting can be reported to USFWS.


COMMITMENT C: WATER SOURCE

The Contractor will not withdraw water with equipment previously used outside the State of South Dakota or previously used in aquatic invasive species waters within South Dakota without prior approval from the SDDOT Environmental Office. Thoroughly wash all construction equipment to prevent and control the introduction and spread of invasive species into the project vicinity.

The Contractor wi ll not withdraw water directly from streams of the James, Big Sioux, and Vermillion watersheds without prior approval from the SDDOT Environmental Office.

Action Taken/Required:

The Contractor will obtain the necessary permits from the regulatory agencies such as the South Dakota Department of Environment and Natural Resources (DENR) and the United States Army Corps of Engineers (USAGE) prior to water extraction activities.

Additional information and mapping of Aquatic Invasive Species in South Dakota can be accessed at: http://sdleastwanted.com/maps/default.aspx.

COMMITMENT D: WATER QUALITY STANDARDS

COMMITMENT D1: SURFACE WATER QUALITY

The North Branch of Dry Creek is classified as fish and wildlife propagation, recreation , irrigation, and stock watering waters. Because of these beneficial uses, special construction measures may have to be taken to ensure that this water body is not impacted.


The Contractor is advised that the South Dakota Surface Water Quality Standards, administered by the South Dakota Department of Environment and Natural Resources (DENR), apply to this project. Special construction measures will be taken to ensure the above standard(s) of the surface waters are maintained and protected.

COMMITMENT D2: SURFACE WATER DISCHARGE

The DENR General Permit for Temporary Discharge is required for temporary dewatering and discharges to waters of the state. The effluent limit for total suspended solids wi ll be 90 mg/L 30-day average. The effluent limit applies to discharges to all waters of the state except discharges to waters classified as cold water permanent fish life propagation waters according to the ARSD 7 4:51 :01 :45. For discharges to waters of the state classified as cold water permanent fish life propagation waters, the effluent limit for total suspended solids will be 53 mg/L daily maximum.

The permittee has the option of completing effluent testing or implementing a pollution prevention plan for compliance with this permit. If the permittee develops a pollution prevention plan instead of total suspended solids sampling, the plan must be developed and implemented prior to discontinuing total suspended solids sampling. Refer to section 3.0 of the permit. If any pollutants are suspected of being discharged, a sample must be taken for those parameters listed in section 2.2 of the permit.

Refer to Commitment D1: Surface Water Quality for stream classification.


If construction dewatering is required, the Contractor will obtain the General Permit for Temporary Discharge Activities from the DENR Surface Water Program, 605-773-3351. http://denr.sd.gov/des/sw/swgformsandpermits.aspx

The Contractor will provide a copy of the approved permit to the Project Engineer prior to proceeding with any dewatering activities. The approved permit must be kept on-site and as part of the project records.

Effluent monitoring, as a result of dewatering activities, will be summarized for each month and recorded on a separate Discharge Monitoring Report (DMR) and submitted to DENR monthly. Additional information can be found at http://denr.sd.gov/des/sw/WhatisaDMR.aspx

COMMITMENT E: STORM WATER

Construction activities constitute 1 acre or more of earth disturbance.


The DENR General Permit for Storm Water Discharges Associated with Construction Activities is required for construction activity disturbing one or more acres of earth and work in a waterway. The SDDOT is the owner of this permit and will submit the NOi to DENR 15 days prior to project start in order to obtain coverage under the General Permit. Work can begin once the DENR letter of approval is received.

The Contractor must adhere to the "Special Provision Regarding Storm Water Discharges to Waters of the State."

The Contractor will complete the DENR Contractor Certificatioh Form prior to the pre-construction meeting. The form certifies under penalty of law that the Contractor understands and will comply with the terms and conditions of the permit for this project. Work may not begin on this project until this form is signed and submitted to DENR.

The form can be found at: https://denr.sd.gov/des/sw/eforms/CGPAppendixCCA2018Fillable.pdf

The Contractor is advised that permit coverage may also be required for offsite activities, such as borrow and staging areas, which are the responsibility of the Contractor.

Storm Water Pollution Prevention Plan

The Storm Water Pollution Prevention Plan (SWPPP) will be developed prior to the submittal of the NOi and will be implemented for all construction activities for compliance with the permit. The SWPPP must be kept on-site and updated as site conditions change. Erosion control measures and best management practices will be implemented in accordance with the SWPPP.

STATE OF SOUTH

DAKOTA

PROJECT SHEET TOTAL SHEETS

BRF 6197(02) 3

The Storm Water, Erosion, and Sediment Control Inspection Report Form DOT 298, will be used for site inspections and to document changes to the SWPPP. A copy of the completed inspection form will be filed with the SWPPP documents and retained for a minimum of three years.

The inspection will include disturbed areas of the construction site that have not been finally stabilized, areas used for storage materials, structural control measures, and locations where vehicles enter or exit the site. These areas wi ll be inspected for evidence of, or the potential for, pollutants entering the drainage system. Erosion and sediment control measures identified in the SWPPP will be observed to ensure that they are operating correctly and sediment is not tracked off of the site.

Information on storm water permits and SWPPPs are available on the following websites:

SDDOT: https://dot.sd.gov/doing-business/environmental/stormwater

DENR: http://denr.sd.gov/des/sw/stormwater.aspx

EPA: https://www.epa.gov/npdes

COMMITMENT F: SEASONAL WORK RESTRICTION

The State of South Dakota has designated a warm water fishery associated with this project.


Construction or demolition activities should not take place during the Seasonal Work Restriction listed in the below table to avoid conflicts with spawning fish. If flows during this time are nonexistent or extremely low, the seasonal use restriction may not be applicable. The Contractor will not conduct in-stream work during the Seasonal Work Restriction without prior approval from the SDDOT Environmental Office.

Stream Name

North Branch of Dry Creek

Stream Classification

Warm Water

Seasonal Work Restriction

Apri l 1 to June 30

34

PROJECT STATE OF

SOUTH DAKOTA

BRF 6197(02)

SHEET

4 34

TOTAL SHEETS

COMMITMENT H: WASTE DISPOSAL SITE The Contractor will furnish a site(s) for the disposal of construction and/or demolition debris generated by this project. Action Taken/Required: Construction and/or demolition debris may not be disposed of within the Public ROW. The waste disposal site(s) will be managed and reclaimed in accordance with the following from the General Permit for Construction/Demolition Debris Disposal Under the South Dakota Waste Management Program issued by the Department of Environment and Natural Resources. The waste disposal site(s) will not be located in a wetland, within 200 feet of surface water, or in an area that adversely affects wildlife, recreation, aesthetic value of an area, or any threatened or endangered species, as approved by the Environmental Office and the Project Engineer. If the waste disposal site(s) is located such that it is within view of any ROW, the following additional requirements will apply: 1. Construction and/or demolition debris consisting of concrete, asphalt concrete, or other similar materials will be buried in a trench completely separate from wood debris. The final cover over the construction and/or demolition debris will consist of a minimum of 1 foot of soil capable of supporting vegetation. Waste disposal sites provided outside of the Public ROW will be seeded in accordance with Natural Resources Conservation Service recommendations. The seeding recommendations may be obtained through the appropriate County NRCS Office. The Contractor will control the access to waste disposal sites not within the Public ROW with fences, gates, and placement of a sign or signs at the entrance to the site stating “No Dumping Allowed”. 2. Concrete and asphalt concrete debris may be stockpiled within view of the ROW for a period of time not to exceed the duration of the project. Prior to project completion, the waste will be removed from view of the ROW or buried and the waste disposal site reclaimed as noted above. The above requirements will not apply to waste disposal sites that are covered by an individual solid waste permit as specified in SDCL 34A-6-58, SDCL 34A-6-1.13, and ARSD 74:27:10:06. Failure to comply with the requirements stated above may result in civil penalties in accordance with South Dakota Solid Waste Law, SDCL 34A-6-1.31. All costs associated with furnishing waste disposal site(s), disposing of waste, maintaining control of access (fence, gates, and signs), and reclamation of the waste disposal site(s) will be incidental to the various contract items.

COMMITMENT I: HISTORICAL PRESERVATION OFFICE CLEARANCES The SDDOT has obtained concurrence with the State Historical Preservation Office (SHPO or THPO) for all work included within the project limits and all department designated sources and designated option material sources, stockpile sites, storage areas, and waste sites provided within the plans. Action Taken/Required: All earth disturbing activities not designated within the plans require a cultural resource review prior to scheduling the pre-construction meeting. This work includes, but is not limited to: Contractor furnished material sources, material processing sites, stockpile sites, storage areas, plant sites, and waste areas. The Contractor will arrange and pay for a record search and when necessary, a cultural resource survey. The Contractor has the option to contact the state Archaeological Research Center (ARC) at 605-394-1936 or another qualified archaeologist, to obtain either a records search or a cultural resources survey. A record search might be sufficient for review if the site was previously surveyed; however, a cultural resources survey may need to be conducted by a qualified archaeologist. The Contractor will provide ARC with the following: a topographical map or aerial view of which the site is clearly outlined, site dimensions, project number, and PCN. If applicable, provide evidence that the site has been previously disturbed by farming, mining, or construction activities with a landowner statement that artifacts have not been found on the site. The Contractor will submit the cultural resources survey report to SDDOT Environmental Office, 700 East Broadway Avenue, Pierre, SD 57501-2586. SDDOT will submit the information to the appropriate SHPO/THPO. Allow 30 Days from the date this information is submitted to the Environmental Engineer for SHPO/THPO review. In the event of an inadvertent discovery of human remains, funerary objects, or if evidence of cultural resources is identified during project construction activities, then such activities will immediately cease and the Project Engineer will be immediately notified. The Project Engineer will contact the SDDOT Environmental Office to determine an appropriate course of action. SHPO/THPO review does not relieve the Contractor of the responsibility The Contractor is responsible for obtaining any additional permits and clearances for Contractor furnished material sources, material processing sites, stockpile sites, storage areas, plant sites, and waste areas that affect wetlands, threatened and endangered species, or waterways. The Contractor will not utilize a site known or suspected of having contaminated soil or water. The Contractor will provide the required permits and clearances to the Project Engineer at the preconstruction meeting. COMMITMENT N: SECTION 404 PERMIT The SDDOT has obtained a Section 404 Permit from the USACE for the permanent actions associated with this project.

Action Taken/Required: The Contractor will comply with all requirements contained in the Section 404 Permit. The Contractor will also be responsible for obtaining a Section 404 Permit for any dredge, excavation, or fill activities associated with material sources, storage areas, waste sites, and Contractor work sites outside the plan work limits that affect wetlands, floodplains, or waters of the United States. GRADING OPERATIONS Water for Embankment is estimated at the rate of 10 gallons of water per cubic yard of Embankment minus Waste. The estimated quantity of Water for Embankment is 90 MGal. No separate payment will be made for the Water for Embankment and all costs associated will be incidental to the contract unit price per cubic yard of “Unclassified Excavation”. The estimated cubic yards of excavation and/or embankment required to construct outlet ditches, ditch blocks, and approaches are included in the earthwork balance notes on the profile sheets. Special ditch grades and other sections of the roadway different than the typical section will be constructed to the limits shown on the cross sections. If significant changes to the cross sections are necessary during construction, the Engineer will contact the Designer for the proposed change. Generally, all shallow inlet and outlet ditches as noted on the plan sheets will be cut with a 10-foot wide bottom with 5:1 backslopes. However, the Engineer may direct the Contractor to adjust the ditch width for proper alignment with the drainage structure. SHRINKAGE FACTOR: Embankment +35% COUNTY RESPONSIBILITIES The county will be responsible for the following items without federal participation.

1. Right of way and temporary and permanent easements.

2. Coordination of any utility adjustments. 3. Furnish and install final surfacing. 4. Furnish and install temporary and/or permanent fencing. 5. Furnish and install new permanent signing. 6. Remove silt fence in permanently seeded areas.

7. Transportation of all salvaged items.

FOR BIDDING PURPOSES ONLYRevised 2/24/20

FOR BIDDING PURPOSES ONLYUTILITIES

The Contractor will be aware that the existing utilities shown in the plans were surveyed prior to the design of this project and might have been relocated or replaced by a new utility facility prior to construction of this project, might be relocated or replaced by a new utility facility during the construction of this project, or might not require adjustment and may remain in its current location. The Contractor will contact each utility owner and confirm the status of all existing and new utility facilities. A list of known owners with utilities present on or near the project is shown below. Other unknown utilities may also be present.

Santel Communications PO Box 67 Woonsocket, SD 57385 1-888-978-7777

Southeastern Electric Coop 501 South Broadway Marion, SD 57043 605-648-3619

B-Y Water District 31039 4281h Avenue Tabor, SD 57063 605-463-2531

TABLE OF TEMPORARY DIVERSION CHANNEL

The Contractor will construct a temporary diversion channel in accordance with Standard Plate 734.30 at the locations listed in the following table.

Station 22+75

Total:

Quantity {Each)

1

1

UNCLASSIFIED EXCAVATION

All excavation that must be performed to construct the new grade in conformance with the cross sections and plan details will be included in the contract unit price per cubic yard for "Unclassified Excavation." The plans quantity for "Unclassified Excavation" as shown in the Estimate of Quantities will be the basis of payment for this item without further field measurement. If changes are necessary on construction, the altered quantities will be measured for payment.

TABLE OF UNCLASSIFIED EXCAVATION

Excavation Topsoil Exe. for RCBC Installation Salvaged Asphalt Mix and Granular Base Material (Sta. 15+50 to 31+00)

8588 1552 386

1257

Total 11,783

INCIDENTAL WORK GRADING

All costs involved in utility locations will be incidental to the contract lump sum price for "Incidental Work, Grading."

All signs not indicated for reset will be removed and stockpiled. All delineators in advance of the structure are to be removed, and salvaged. Care will be taken when removing signs, delineators, and posts so that minimal damage is done to them. Salvage materials will become the property of the Hutchinson County Highway Department and stockpiled as directed by the County. It is the Contractor's responsibility to contact and to coordinate their work schedule with the Hutchinson County Highway Department. Cost for this work will be incidental to the contract lump sum price for "Incidental Work, Grading."

REMOVAL AND SALVAGE ITEMS

Station 15+97 19+02 19+30 21 +34 to 22+ 73 22+12 23+13 23+68 24+ 1 O to 25+49 24+65 26+05 27+91

SALVAGED ITEMS

UR L R

39' L L&R 24'R L&R L&R L& R 21'L

R 39'R

Remarks Remove 18"x40' CMP for disposal. Remove 18"x20' CMP for disposal. Remove & Salvage No Passing Zone Sign. Remove & Salvage Seven Delineators. Remove & Salvage Weight Limit Sign. Remove & Salvage Two Object Markers. Remove & Salvage Two Object Markers. Remove & Salvage Seven Delineators. Remove & Salvage Weight Limit Sign. Remove 15"x24' CMP for disposal. Remove & Salvage No Passing Zone Sign.

All salvaged items noted on the plans will be salvaged for future highway use and stockpiled on site for pickup by Hutchinson County forces or as directed by the Engineer. Care will be taken not to damage the structural properties of the items during dismantling and stockpiling. All broken concrete and materials not salvaged will be disposed of in accordance with the Specifications. All costs for salvaging and transporting the items will be incidental to the contract lump sum price for "Incidental Work, Grading". Before preparing his/her bid, the Contractor will make a visual inspection of the project to verify the extent of the work and material involved.

CORRUGATED METAL PIPE

Corrugated metal pipes will have 2 %-inch x '/,-inch corrugations for 42-inch and smaller round pipe and 48-inch and smaller arch pipe unless otherwise stated in the plans. Corrugated metal pipes will have 3-inch x 1-inch or 5-inch x 1-inch corrugations for 48-inch and larger round pipe and 54-inch and larger arch pipe unless otherwise stated in the plans. The gauge of the corrugated metal elbows, tees, crosses, wyes, and ends will match the thickest gauge of corrugated metal pipe it is connected to.

TABLE OF PIPE CULVERT

Station to Station L/R Pipe Culvert Safety Ends

15+73.9 16+27.8 37' Lt. 18"x46' CMP 2 18+62.8 19+44.8 37' Rt. 18"x74' CMP 2 25+84.4 26+28.4 37' Rt. 18"x36' CMP 2

STATE OF SOUTH

DAKOTA


BRF 6197(02)

EXCAVATION FOR REINFORCED CONCRETE BOX CULVERT INSTALLATION

5

Included in the quantity of "Unclassified Excavation" are 386 cubic yards of excavation for installation of reinforced concrete box culverts.

All work necessary to excavate a trench for installation of reinforced concrete box culverts including labor, equipment, and incidentals will be incidental to the contract unit price per cubic yard for "Unclassified Excavation". Payment for excavation of reinforced concrete box culverts will be based only on plans quantity and measurement of these excavation quantities during construction will not be performed.

The excavation quantities for installation of reinforced concrete box culverts are not included with the earthwork balance quantities on the plans profile sheets. The quantities computed for excavation of the reinforced concrete box culverts are based on the limits shown in the drawing below.

,,-The lowoot Gl!Wation of original g1"Qund, { undercut line, or bollom of removed or \ salvaged surfacing ,,

', ~~ ---------- ,, ·- ·· ·, ... _ \.--Excavation Limits-----:7',. , "" ...

;,/•, -db I a\ 2:1.J , ', 10'. fl~::-'~--- , '--2:1

I ' Flow Line

SALVAGE AND STOCKPILE ASPHALT MIX AND GRANULAR BASE MATERIAL

An estimated 2388 tons (1257 Cubic Yards) of asphalt mix and granular base material will be salvaged from the existing highway through the project limits and stockpiled at a site furnished by the Contractor and satisfactory to the Engineer. This material is to be incorporated into the final surfacing by the County.

The quantity of salvage asphalt mix and granular base material may vary from the plans. No adjustment will be made to the contract unit price for variations of the quantity of "Salvage and Stockpile Asphalt Mix and Granular Base Material."

PLACING TOPSOIL

The thickness will be approximately 4 inches within the right-of-way and 6 inches on temporary easements. The plans quantity for "Placing Topsoil" as shown in the Estimate of Quantities will be the basis of payment for this item without further field measurements. If changes are necessary on construction, the altered quantities will be measured for payment

34

FOR BIDDING PURPOSES ONLYMYCORRHIZAL INOCULUM

Mycorrhizal inoculum will consist of mycorrhizal fung i spores and mycorrhizal fungi-infected root fragments in a solid carrier. The carrier may include organic materials , calcinated clay, or other materials consistent with application and good plant growth. The supplier will provide certification of the fungal species claimed and the live propagule count. The inoculum will include the following fungal species:

25% G/omus intraradices 25% G/omus aggregatum or deserticola 25% G/omus mosseae 25% G/omus etunicatum

All seed will be inoculated by the seed supplier with a minimum of 100,000 live propagules of mycorrhizal fungi per acre. All costs of inoculating the seed will be incidental to the contract unit price per pound for the corresponding permanent seed mixture.

The mycorrhizal inoculum will be as shown below or an approved equal:

Product

MycoApply

Manufacturer

Mycorrhizal Applications, Inc. Grants Pass, OR Phone: 1-866-4 76-7800 www.mycorrhizae.com

AM 120 Multi Species Blend Reforestation Technologies Int. Gilroy, CA

PERMANENT SEEDING

Phone: 1-800-784-4 769 www.reforest.co m

The areas to be seeded consist of all newly graded areas within the project limits except for the top of roadways and temporary easements under cultivation.

Type C Permanent Seed Mixture will consist of the following:

Grass Species

Western Wheatgrass

Canada Wildrve

FERTILIZING

Variety

Arriba, Flintlock, Rodan, Rosana

Mandan

Total:

Pure Live Seed (PLS)

(Pounds/Acre)

16

2

18

The Contractor will apply an all-natural slow release fertilizer prior to seeding or placing sod. The all-natural fertilizer will have a minimum guaranteed analysis of 4-4-4 and be USDA Certified BioBased. It should provide a minimum of 4% (N) nitrogen with a minimum water insoluble nitrogen (WIN) fraction of 2.07%, a minimum of 4% (P205) available phosphate, a minimum of 4% (K20) soluble potash, and a maximum carbon to nitrogen ratio (C:N

ratio) of 5: 1. The all-natural fertil izer wi ll be free of weed-seed and pathogens accomplished through thermophilic composting, and not mechanical or chemical sterilization, to assure presence of beneficial soil microbiology. The fertilizer will have a near neutral pH, a low salt index, a low biological oxygen demand, conta in organic humic and fulvic acids, and have high aerobic organism counts. The fertilizer will also be stable, free of bad odors, and be unattractive as a food source for animals. It should also be in a granular form that is easily spread.

The fertilizer will be applied at a rate of 1,000 pounds per acre in accordance with the manufacturer's recommended method of application.

The all-natural slow release fertilizer will be as shown below or an approved equal:

Product

Sustane

Perfect Blend

HIGH FLOW SILT FENCE

Manufacturer

Sustane Corporate Headquarters Cannon Falls, Minnesota Phone: 1-800-352-9245 www.sustane.com

Perfect Blend, LLC Bellevue, WA Phone: 1-866-456-8890 www.perfect-blend.com

The high flow silt fence fabric provided will be from the approved product list. The approved product list for high flow silt fence may be viewed at the following internet site:

http://apps.sd.gov/HC60ApprovedProducts/main.aspx

High flow silt fence will be placed at the locations noted in the table and at locations that will minimize siltation of adjacent streams, lakes, dams, or drainage areas as determined by the Engineer during construction. Refer to Standard Plate 734.05 for detai ls.

TABLE OF HIGH FLOW SILT FENCE

Quantity Station UR Location {Ft} 15+65 L Inlet of 18" CMP 15 18+55 R Inlet of 18" CMP 15 21 +00 to 22+65 R Perimeter 195 21 +50 to 22+65 L Perimeter 165 23+ 75 to 26+00 L Perimeter 265 23+ 75 to 25+90 R Perimeter 230 26+40 R Inlet of 18" CMP 15

Engineer's Discretion: 50 Total: 950

STATE OF SOUTI-1

OAKOTA


BRF 6197(02) 6

EROSION CONTROL WATTLE

Erosion control wattles for restraining the flow of runoff and sediment will be installed at locations noted in the table and at locations determined by the Engineer during construction. Refer to Standard Plate 734.06 for details.

The Contractor will provide certification that the erosion control wattles do not contain noxious weed seeds.

Erosion control wattles will remain on the project to decompose.

The erosion control wattle provided will be from the approved product list. The approved product list for erosion control wattle may be viewed at the following internet site:

http://apps .sd.gov/HC60ApprovedProducts/main.aspx

TABLE OF EROSION CONTROL WATTLE

Diameter Quantity

Station UR {Inch} Location {Ft} 17+00 L 12 Ditch Bottom 20 17+00 R 12 Ditch Bottom 20 18+00 L 12 Ditch Bottom 20 18+00 R 12 Ditch Bottom 20 19+00 L 12 Ditch Bottom 20 20+00 L 12 Ditch Bottom 20 20+00 R 12 Ditch Bottom 20 21+00 L 12 Ditch Bottom 20 21+00 R 12 Ditch Bottom 20 21+00 to 22+50 L 12 Toe of Slope 150 21+00 to 22+50 R 12 Toe of Slope 150 23+50 to 25+ 75 L 12 Toe of Slope 210 23+ 75 to 25+60 R 12 Toe of Slope 190 25+80 R 12 Ditch Bottom 20 26+00 L 12 Ditch Bottom 20 27+00 L 12 Ditch Bottom 20 27+00 R 12 Ditch Bottom 20 28+00 L 12 Ditch Bottom 20 28+00 R 12 Ditch Bottom 20 29+00 L 12 Ditch Bottom 20 29+00 R 12 Ditch Bottom 20

Engineer's Discretion: 100

Total: 1140

34


SHEETS soun, DAKOTA BRF 6197(02) 7 34

STORMWATER POLLUTION PREVENTION PLAN CHECKLIST 5.3 {5): DESCRIPTION AND MAINTENANCE OF CONTROL MEASURES (The numbers left of the title headings are reference numbers to the All controls will be maintained in good working order. Necessary repairs will be GENERAL PERMIT FOR STORM WATER DISCHARGES ASSOC/A TED initiated within 24 hours of the site inspection report. Include the technical Dust Controls WITH CONSTRUCTION ACTIVITIES (Stormwater Permit)) reasoning for selecting each control. (check all that apply)

Description Estimated Start Date

5.3 {2): STAFF TRAINING/SWPPP IMPLEMENTATION Perimeter Controls (See Detail Plan Sheets D Tarps & Wind impervious fabrics To promote stormwater management awareness specific for this project, the Estimated

Contractor's Erosion Control Supervisor should provide correspondence of how Description Start Date D Watering the SWPPP will be implemented. The Contractor's Erosion Control Supervisor

D Natural Buffers (within 50 ft of Waters of State) D Stockpile location/orientation is responsible for providing this information at the preconstruction meeting, and subsequently completing an attendance log, which should identify site-specific @ Silt Fence D Dust Control Chlorides implementation of the SWPPP and the names of the personnel who attended D Erosion Control Wattles OOther the preconstruction meeting. Documentation of the preconstruction meeting will

D Temporary Berm/ Windrow be filed with the SWPPP documents. Dewaterina BMPs

D Floating Silt Curtain 5.3 (3): DESCRIPTION OF CONSTRUCTION ACTIVITIES Estimated

D Stabilized Construction Entrances Description Start Date > 5.3 (3a): Project Limits (See Title Sheet) > 5.3 (3a): Project Description (See Title Sheet) D Entrance/Exit Equipment Tire Wash D Sediment Basins > 5.3 (4): Site Map(s) (See Title Sheet and Plans) D Other: D Dewatering bags > Major Soil Disturbing Activities (check all that apply)

• @Clearing and grubbing D Weir tanks • @Excavation/borrow Structural Erosion and Sediment Controls

@ Temporary Diversion Channel • @Grading and shaping Estimated • @Filling

Description Start Date D Other: • OOther (describe): @ Silt Fence

> 5.3 (3b): Total Project Area 6.46 Acres D Temporary Berm/Windrow Stabilization Practices (See Detail Plan Sheets)

> 5.3 (3b): Total Area to be Disturbed 3.81 Acres (Stabilization measures will begin the following work day whenever earth > 5.3 (3c): Maximum Area Disturbed at One Time3.81 Acres @ Erosion Control Wattles disturbing activity on any portion of the site has temporarily or permanently > 5.3 (3d): Existing Vegetative Cover(%) 90%

D Temporary Sediment Barriers ceased. Temporary stabilization will be completed as soon as practicable but > 5.3 {3d): Description of Vegetative CoverGrasses no later than 14 days after initiating soil stabilization activities (3.18))

D Erosion Bales > 5.3 (3e): Soil Properties: USDA-NRCS Soil Series Classification Bon D Temporary Slope Drain Estimated

Homme, channeled, 0 to 2 percent slopes, frequently flooded. Description Start Date D Turf Reinforcement Mat Classification Cb. > 5.3 (31): Name of Receiving Water Body/Bodies North Branch of @ Riprap DVegetation Buffer Strips

Dry Creek D Gabions D Temporary Seeding (Cover Crop Seeding)

> 5.3 (3g): Location of Construction Support Activity Areas @ Permanent Seeding D Rock Check Dams

5.3 (3h): ORDER OF CONSTRUCTION ACTIVITIES D Sediment Traps/Basins D Sodding

);, Special sequencing requirements (see sheet). D Planting (Woody Vegetation for Soil Stabilization) The Contractor will enter the Estimated Start Date. D Culvert Inlet Protection

Estimated D Transition Mats D Mulching (Grass Hay or Straw) Description Start Date

D Median/Area Drain Inlet Protection D Fiber Mulching (Wood Fiber Mulch)

Install stabilized construction entrance(s). D Curb Inlet Protection D Soil Stabilizer

Install perimeter protection where runoff may exit site. D Interceptor Ditch D Bonded Fiber Matrix

Install perimeter protection around stockpiles. D Concrete Washout Facility D Fiber Reinforced Matrix

Install channel and ditch bottom protection. D Work Platform @ Erosion Control Blankets

Clearing and grubbing. D Temporary Water Barrier D Surface Roughening (e.g. tracking)

Remove and stockpile topsoil. D Temporary Water Crossing D Other:

Stabilize disturbed areas. D Permanent Stormwater Ponds Wetland Avoidance

Install utilities, storm sewers, curb and gutter. D Permanent Open Vegetated Swales Will construction and/or erosion and sediment controls impinge on regulated Install inlet and culvert protection after completing storm D Natural Depressions to allow for Infiltration wetlands? Yes@ No D If yes, the structural and erosion and sediment drainaae and other utility installations.

D Sequential Systems that combine several practices controls have been included in the total project wetland impacts and have been included in the 404 permit process with the USAGE. Final grading.

D Other: Final paving.

Removal of protection devices.

Reseed areas disturbed by removal activities.

FOR BIDDING PURPOSES ONLY5.3 16): PROCEDURES FOR INSPECTIONS

• Inspections will be conducted at least once every 7 days. • All controls will be maintained in good working order. Necessary

repairs will be initiated within 24 hours of the site inspection report. • Silt fence will be inspected for depth of sediment and for tears to

ensure the fabric is securely attached to the posts and that the posts are well anchored. Sediment buildup will be removed from the silt fence when it reaches 1/, of the height of the silt fence.

• Sediment basins and traps will be checked. Sediment will be removed when depth reaches approximately 50 percent of the structure's capacity, and at the conclusion of the construction.

• Check dams will be inspected for stability. Sediment will be removed when depth reaches Y:, the height of the dam.

• All seeded areas will be checked for bare spots, washouts, and vigorous growth free of significant weed infestations.

• Inspection and maintenance reports will be prepared on form DOT 298 for each site inspection, this form will also be used to document changes to the SWPPP. A copy of the completed inspection form will be filed with the SWPPP documents.

• The SDDOT Project Engineer and Contractor's Erosion Control Supervisor are responsible for inspections. Maintenance and repair activities are the responsibility of the Contractor. The SDDOT Project Engineer will complete the inspection and maintenance reports and distribute copies per the distribution instructions on DOT 298.

5.3 {7): POST CONSTRUCTION STORMWATER MANAGEMENT Stormwater management will be handled by temporary controls outlined in "DESCRIPTION AND MAINTENANCE OF CONTROL MEASURES" above, and any permanent controls needed to meet permanent stormwaler management needs in the post construction period will be shown in the plans and noted as permanent.

5.3 {81: POLLUTION PREVENTION PROCEDURES

5.3 (Ba): Spill Prevention and Response Procedures > Material Management

• Housekeeping • Only needed products will be stored on-site by the Contractor. • Except for bulk materials the contractor will store all materials

under cover and/or in appropriate containers. • Products must be stored in original containers and labeled. • Material mixing will be conducted in accordance with the

manufacturer's recommendations. • When possible, all products will be completely used before

properly disposing of the container off-site. • The manufacturer's directions for disposal of materials and

containers will be followed. • The Contractor's site superintendent will inspect materials

storage areas regularly to ensure proper use and disposal. • Dust generated will be controlled in an environmentally safe

manner.

• Hazardous Materials • Products will be kept in original containers unless the container

is not resealable and provide secondary containment as applicable.

• Original labels and material safety data sheets will be retained in a safe place to relay important product information.

• If surplus product must be disposed of, manufacturer's label directions for disposal will be followed.

• Maintenance and repair of all equipment and vehicles involving oil changes, hydraulic system drain down, de-greasing operations, fuel tank drain down and removal, and other activities which may result in the accidental release of contaminants will be conducted on an impervious surface and under cover during wet weather to prevent the release of contaminants onto the ground.

• Wheel wash water will be collected and allowed to settle out suspended solids prior to discharge. Wheel wash water will not be discharged directly into any stormwater system or stormwater treatment system.

• Potential pH-modifying materials such as: bulk cement, cement kiln dust, fly ash, new concrete washings, concrete pumping, residuals from concrete saw cutting (either wet or dry), and mixer washout waters will be collected on site and managed to prevent contamination of stormwater runoff.

> Spill Control Practices In addition to the previous housekeeping and management practices, the following practices will be followed for spill prevention and cleanup if needed. • For all hazardous materials stored on site, the manufacturer's

recommended methods for spill cleanup will be clearly posted. Site personnel will be made aware of the procedures and the locations of the information and cleanup supplies.

• Appropriate cleanup materials and equipment will be maintained by the Contractor in the materials storage area on-site. As appropriate, equipment and materials may include items such as brooms, dust pans, mops, rags, gloves, goggles, kitty litter, sand, sawdust, and plastic and metal trash containers specifically for cleanup purposes.

• All spills will be cleaned immediately after discovery and the materials disposed of properly.

• The spill area will be kepi well ventilated and personnel will wear appropriate protective clothing to prevent injury from contact with a hazardous substance.

• After a spill a report will be prepared describing the spill, what caused it, and the cleanup measures taken. The spill prevention plan will be adjusted to include measures to prevent this type of spill from reoccurring, as well as clean up instructions in the event of reoccurrences.

• The Contractor's site superintendent, responsible for day-to-day operations, will be the spill prevention and cleanup coordinator.

> Spill Response The primary objective in responding to a spill is to quickly contain the material(s) and prevent or minimize migration into stormwater runoff and conveyance systems. If the release has impacted on-site stormwater, ii is critical to contain the released materials on-site and prevent their release into receiving waters. If a spill of pollutants threatens stormwater or surface water at the site, the spill response procedures outlined below must be implemented in a timely manner to prevent the release of pollutants. • The Contractor's site superintendent will be notified immediately

when a spill or the threat of a spill is observed. The superintendent will assess the situation and determine the appropriate response.

• If spills represent an imminent threat of escaping erosion and sediment controls and entering receiving waters, personnel will be directed to respond immediately to contain the release and notify the superintendent after the situation has been stabilized.

• Spill kits containing appropriate materials and equipment for spill response and cleanup will be maintained by the Contractor at the site.

PROJECT SHEET TOTAL S~~~ET~F 1----=='----i....:::=:....i._!S!j!HE:S:[email protected]

DAKOTA BRF 6197(02) 8

• If oil sheen is observed on surface water (e.g. settling ponds, detention ponds, swales), action will be taken immediately to remove the material causing the sheen. The Contractor will use appropriate materials to contain and absorb the spill. The source of the oil sheen

will also be identified and removed or repaired as necessary to prevent further releases.

• If a spill occurs the superintendent or the superintendent's designee will be responsible for completing the spill reporting form and for reporting the spill to SDDENR.

• Personnel with primary responsibility for spill response and cleanup will receive training by the Contractor's site superintendent or designee. The training must include identifying the location of the spill kits and other spill response equipment and the use of spill response materials.

• Spill response equipment will be inspected and maintained as necessary to replace any materials used in spill response activities.

5.3 {Bbl: WASTE MANAGEMENT PROCEDURES > Waste Disposal

• All liquid waste materials will be collected and stored in approved sealed containers. All trash and construction debris from the site will be deposited in the approved containers. Containers will be serviced as necessary, and the trash will be hauled to an approved disposal site or licensed landfill. All onsite personnel will be instructed in the proper procedures for waste disposal and notices staling proper practices will be posted. The Contractor is responsible for ensuring waste disposal procedures are followed.

> Hazardous Waste • All hazardous waste materials will be disposed of in a manner

specified by local or state regulations or by the manufacturer. Site personnel will be instructed in these practices, and the Contractor will be responsible for seeing that these practices are followed.

> Sanitary Waste • Portable sanitary facilities will be provided on all construction sites.

Sanitary waste will be collected from the portable units which must be secured to prevent tipping and serviced in a timely manner by a licensed waste management Contractor or as required by any local regulations.

34

FOR BIDDING PURPOSES ONLY5.3 (9): CONSTRUCTION SITE POLLUTANTS The following materials or substances are expected to be present on the site during the construction period. These materials will be handled as noted under the heading "POLLUTION PREVENTION PROCEDURES" (check all that apply).

~ ~ Concrete and Portland Cement ~ D Detergents ~ D Paints ~ ~ Metals ~ ~ Bituminous Materials ~ ~ Petroleum Based Products ~ D Diesel Exhaust Fluid ~ ~ Cleaning Solvents ~ DWood ~ Dcure ~ D Texture ~ D Chemical Fertilizers ~ D Other:

Product Specific Practices

• Petroleum Products All on-site vehicles will be monitored for leaks and receive regular preventive maintenance to reduce the chance of leakage. Petroleum products will be stored in tightly sealed containers which are clearly labeled.

• Fertilizers Fertilizers will be applied only in the amounts specified by the SD DOT. Once applied, fertilizers will be worked into the soil to limit the exposure to stormwater. Fertilizers will be stored in an enclosed area. The contents of partially used fertilizer bags will be transferred to sealable containers to avoid spills.

• Paints All containers will be tightly sealed and stored when not required for use. The excess will be disposed of according to the manufacturer's instructions and any applicable state and local regulations.

• Concrete Trucks Contractors will provide designated truck washout facilities on the site. These areas must be self-contained and not connected to any stormwater outlet of the site. Upon completion of construction, the area at the washout facility will be properly stabilized.

5.3 (10): NON-STORMWATER DISCHARGES The following non-stormwater discharges are anticipated during the course of this project (check all that apply).

~ D Discharges from water line flushing. ~ D Pavement wash-water, where no spills or leaks of toxic or hazardous

materials have occurred. ~ ~ Uncontaminated ground water associated with dewatering activities.

5.3 (11): INFEASIBILITY DOCUMENTATION If ii is determined to be infeasible to comply with any of the requirements of the Stormwater Permit, the infeasibility determination must be thoroughly documented in the SWPPP.

7.0: SPILL NOTIFICATION In the event of a spill, the Contractor's site superintendent will make the appropriate notification(s), consistent with the following procedures:

~ A release or spill of a regulated substance (includes petroleum and petroleum products) must be reported to SDDENR immediately if any one of the following conditions exists:

• The release or spill threatens or is able to threaten waters of the state (surface water or ground water)

• The release or spill causes an immediate danger to human health or safety

• The release or spill exceeds 25 gallons • The release or spill causes a sheen on surface water • The release or spill of any substance that exceeds the ground

water quality standards of ARSD Chapter 74:54:01 • The release or spill of any substance that exceeds the surface

water quality standards of ARSD Chapter 74:51 :01 • The release or spill of any substan.ce that harms or threatens to

harm wildlife or aquatic life • The release or spill is required to be reported according to

Superfund Amendments and Reauthorization Act (SARA) Title Ill List of Lists, Consolidated List of Chemicals Subject to Reporting Under the Emergency Planning and Community Right to Know Act, US Environmental Protection Agency.

~ To report a release or spill, call SDDENR at 605-773-3296 during regular office hours (8 a.m. to 5 p.m. Central Standard Time). To report the release after hours, on weekends or holidays, call South Dakota Emergency Management at 605-773-3231. Reporting the release to SDDENR does not meet any obligation for reporting to other state, local, or federal agencies. Therefore, you must also contact local authorities to determine the local reporting requirements for releases. A written report of the unauthorized release of any regulated substance, including quantity discharged, and the location of the discharge will be sent to SDDENR within 14 days of the discharge.

STATE OF SOUTH

DAKOTA

PROJECT

BRF 6197(02)

SHEET

9

TOTAL SHEETS

34

FOR BIDDING PURPOSES ONLY5.4: SWPPP CERTIFICATIONS > Certification of Compliance with Federal, State, and Local

Regulations The Storm Water Pollution Prevention Plan (SWPPP) for this project reflects the requirements of all local municipal jurisdictions for storm water management and sediment and erosion control as established by ordinance, as well as other state and federal requirements for sediment and erosion control plans, permits, notices or documentation as appropriate.

> South Dakota Department of Transportation

I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations.

Authorized Signature (See the General Permit, Section 7.4 (1))

> Prime Contractor This section is to be executed by the General Contractor after the award of the contract. This section may be executed any time there is a change in the Prime Contractor of the project.

I certify under penalty of law that this document and all attachments will be revised or maintained under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations.

Authorized Signature

CONTACT INFORMATION The following personnel are duly authorized representatives and have signatory authority for modifications made to the SWPPP:

> Contractor Information:

• Prime Contractor Name: _____________ _

• Contractor Contact Name:-------------

• Address: ____________ _

•

• City: State: Zip: --------- ---- ----

• Office Phone: ________ Field: _______ _

• Cell Phone: Fax: --------- ---------> Erosion Control Supervisor

• Name: _____________ _

• Address: ____________ _

•

• City: _________ State: ____ .Zip: ___ _

• Office Phone: _______ Field:---,--------

• Cell Phone: Fax: --------- ---------> SDDOT Project Engineer

• Name: _____________ _

• Business Address: ____________ _

• Job Office Location: ____________ _

• City: _________ State: ---~Zip: ___ _

• Office Phone: ________ Field: _______ _

• Cell Phone: _________ Fax: ________ _

SDDENR Contact Spill Reporting • · Business Hours Monday-Friday (605) 773-3296 • Nights and Weekends (605) 773-3231

SDDENR Contact for Hazardous Materials. • (605) 773-3153

National Response Center Hotline • (800) 424-8802.

SDDENR Stormwater Contact Information • SDDENR Stormwater (800) 737-8676 • Surface Water Quality Program (605) 773-3351

STATE OF SOUTH

DAKOTA

PROJECT SHEET

BRF 6197(02) 10

5.5: REQUIRED SWPPP MODIFICATIONS

> 5.5 (1): Conditions Requiring SWPPP Modification The SWPPP must be modified, including the site map(s), in response to any of the following conditions:

• When a new operator responsible for implementation of any part the SWPPP begins work on the site.

• When changes to the construction plans, sediment and erosion control measures, or any best management practices on site that are no longer accurately reflected in the SWPPP. This includes changes made in response to corrective actions triggered by inspections.

• To reflect areas on the site map where operational control has been transferred (including the date of the transfer) or has been covered under a new permit since initiating coverage under this general permit.

• If inspections by site staff, local officials, SDDENR, or U.S. EPA determine that SWPPP modifications are necessary for compliance with the Stormwater Permit.

• To reflect any revisions to applicable federal, state, or local requirements that affect the control measures implemented at the site.

• If approved by the Secretary, to reflect any changes in chemical water treatment systems or controls, including the use of a different water treatment chemical, age rates, different areas, or methods of application.

> 5.5 (2): Deadlines for SWPPP Modification Any required revisions to the SWPPP must be completed within 7 calendar days following any of the items listed above.

> 5.5 (3): Documentation of Modifications to the Plan All SWPPP modification records are required to be maintained showing the dates of when the modification occurred. The records must include the name of the person authorizing each change and a brief summary of all changes.

> 5.5 (4): Certification Requirements All modifications made to the SWPPP must be signed and certified as required in Section 7.4.

> 5.5 (5): Required Notice to other Operators If there are multiple operators at the site, the Contractor's Erosion Control Supervisor must notify each operator that may be impacted by the change to the SWPPP within 24 hours.

When modifications as described above occur, the SWPPP will be modified to provide appropriate protection to disturbed areas, all storm water structures, and adjacent waters. The SDDOT Project Engineer will modify the SWPPP using the DOT 298 form and drawings on the plan will be modified to reflect the needed changes. Copies of the DOT 298 forms and the SWPPP will be retained on site in a designated place for review throughout the course of the project. A copy of the DOT 298 form will be given to the Contractor Erosion Control Supervisor and a copy will be emailed to the S DDOT Environmental Section in accordance with the DOT 298 Form.

TOTAL SHEETS

34

FOR BIDDING PURPOSES ONLYEROSION AND SEDIMENT CONTROL DETAILS

0 0 + "'

'~. ' .. -.-.. -.. . ~.·~.·.~ . . · ~ . . .. ·~.-.~.

·:<·.· :•:··,·.·.·.·:•: :•: •:.: •:,:-·. ·.· ·:·:<·: •:•:·:·:··.· .·. ·. ·:·:•:•:•: • • ~1+00 · • • · • '2!i+o'o • · · zg+oo· • · • • 30~06 • • • • • ' 31+00 32+00

N 02"20'50" W N 02"20'5

:•:·:·(:::::::: :::·:·:·:,~:,::::::::::( •:•: •:•:•:,::::::::::·:•:•:•:•:•:• . ~.:_i_.:::::,:.::::::~:.~::~,:~·.___,_;_:~·.~

Temporary Diversion Channel

LEGEND --SF-SF-SF-SF-

t · · · · · · · ·1 ........... . . . . .. .. . . .........

' --.-.

238 S.Y. Type 2 Erosion Control Blanket

High Flow Silt Fence

12" Dia. Erosion Control Wattle

Riprap and Drainage Fabric

Type 2 Erosion Control Blanket

Type C Permanent Seed Mixture

'1c. Brosz Engineering, Inc. ~ 2309 W. 50th Street

Sioux Falls SD 57105

;-;-.

-:._

PROJECT SHEET TOTAL STATE OF NO. SHEETS

SOUTH BRF 6197(02) DAKOTA 11 34

>?=-,B -TABLE OF HIGH FLOW SILTFENCE

Ouanttty Station UR Location (Ft)

15+65 L Inlet of 18" CM P 15

18+55 R Inlet of 18'' CMP 15 21+00 to 22+65 R Perimeter 195 21+50 to 22+65 L Perimeter 165

23+ 75 to 26+00 L Perimeter 265 23+ 75 to 25+90 R Perimeter 230 26+40 R Inlet of 18" CMP 15

Engineer's Discretion: 50 Total: 950

TABLE OF EROSION CONTROL WA TI1..E Diameter Ouantity

Station UR (Inch) Location (Ft)

17+00 L 12 Ditch Bottom 20

17+00 R 12 Ditch •Bottom 20 18+00 L 12 Ditch Bottom 20

18+00 R 12 Ditch Bottom 20 19+00 L 12 Ditch Bottom 20 20+00 L 12 Ditch Bottom 20

20+00 R 12 Ditch Bottom 20 21+00 L 12 Ditch Bottom 20 21+00 R 12 Ditch Bottom 20

21 +00 to 22+50 L 12 Toe of Slope 150 21 +00 to 22+50 R 12 Toe of Slope 150

23+50 to 25+ 7S L 12 Toe of Slope 210 23+75 \.o 25+60 R 12 Toe of Slope 190

25+80 R t2 Ditch Bottom 20 26+00 L 12 Ditch Bottom 20 27+00 L 12 Ditch Bottom 20

27+00 R 12 Ditch Sottom 20 28+00 L 12 Ditch Bottom 20 28+00 R 12 Ditch Bottom 20 29+00 L 12 Ditch Bottom 20

29+00 R 12 Ditch Bottom 20 Engineer's Discretion: 100

Total: 1140


4 3

13 17 16

20 21

36 32 33

13 16

TRAFFIC CONTROL DETAILS

15

??

ROAD CLOSED R 11 - 3o 1 % MILES AHEAD ( 60 X 30)

LOCAL TRAFFIC ONLY

IZLLLLA ILLLLn ILLLLZA Type 3 Barricade 6' Double Sided

14 13

?"\ ?4

18

AREA MAP

ITEMIZED LIST FOR TRAFFIC CONTROL SIGNS SIGN

SIGN DESCRIPTION NUMBER SIGN SIZE Sq. FI./Sign CODE R11-2 ROAD CLOSED 2 48"X30" 10

R11 -3a ROAD CLOSED X.X MILES AHEAD 2 60"X30" 12.5 W20-3 ROAD CLOSED FT. OR AHEAD 5 48"X48" 16

CONVENTIONAL ROAD TRAFFIC CONTROL SIGNS · SQ. FT.

TYPE 3 BARRICADES TYPE 3 BARRICADES 8 EACH

Sq. Ft.

20 25 80

125

6 5

13 18 17

29.3

I

24 19 20 ___,

30 29

36 31 32

=~--tl----f!:c===tr=

6

7

Type 3 Barricade 6' Double Sided

5

8

N

~-- - ~R11-2 ROAD (48 x 30)

CLOSED

·o 0

--~ l{)

0 0 l{)

""'''1""", ... zz,1zzzzn ""''"1~1LLZZZ4----< ""''"""'..,ZZJIZZZZZ4

Full Roadway Closure Type 3 Barricades 8 ' Sin le Sided

W20- 3 (48 X 48)

ROAD CLOSED AHEAD

STATE OF SOUTH

DAKOTA

277th St.

PROJECT

BRF 6197(02)

SHEET TOTAL NO. SHEETS

12 34

~-n~-

(u Brosz Engineering, Inc. ~ 2309 W. 50th S treet


278th St.

INSET


POINT

CP2

CP3

CP4

CP4A

CPS

40'-o"

10' -o" a'-o"

----- - --~~~~- - --- -----20:1

6" Topsoil 4" Topsoil

-

TYPICAL GRADING SECTION

-

38'-o"

19'-0"

-------.03'/Ft.

19'-o"

.03'/Ft.

This point is referred to on the Plan and Profile sheet.

Station 15+50 to 31 +00

ULTIMATE SURFACING SECTION

40'-0" RlW

2'-0"

Grade Break

(All Surfacing to be Furnished and Installed by County)

CONTROL DATA STATION OFFSET DESCRIPTION NORTHING

STA. 18+52.08 39.81' RT REBAR W/ GUARD! 384619.095

STA. 20+88.7 47.3' LT REBAR W/ GUARD! 384851.877

STA. 23+94.0 125.0' RT. REBAR W/ GUARD! 385164.116

STA. 26+17.5 C/L SPIKE 385382.254

STA. 31+49.9 40.1' LT. REBAR W/ GUARD! 385912.577

19'- o"

• Base Course

• Salvaged Asphalt Mix and Granular Base Material.

EASTING ELEVATION

2632295.509 1299.23

2632198.827 1290.13

2632358.552 1280.96

2632224.587

2632162.657 1298.65

Ro4way

38'- o"

13'-0"

11'- o"

• 4" Asphalt Concrete

• To be installed by County forces.

19'- o"

13'-o"

11'- o"

•oepths May Vary Based on Available Salvaged Material

This point is referred to on the Plan and Profile sheet.

2'

Top of Subgrade

HORIZONTAL ALIGNMENT INFORMATION ~ Station Northing Easting Bearing Distance POB 0+00.00 382766.937 2632331.113

N 02°19'57" W 2617.51 ' P.I. 26+17.51 385382.277 2632224.579

N 02°20'50" W 2640.67' POE 52+58.18 388020.732 26321 16.425

~ Brosz Engineering, Inc. ]8 2309 W. 50th Street

Sioux Falls, SD 57105

PROJECT SHEET TOTAL STATE OF

SOUTH DAKOTA

f--------------1 NO. SHEETS

BRF 6197(02) 13 34

- --------


FOR BIDDING PURPOSES ONLYTemporary Easement Sta. 26+17 .5 to 32+00 Lt. NE1/4, SECTION 29-T99N-R59W 0.50 Acres

Temporary Easement Sta. 26+17.5 to 32+00 Rt. S 1/2 NW1/4, SECTION 28-T99N-R59W 0.40 Acres

~ 0 ci a,

0 ci 0 +

NE1 /4, SECTION 29-T99N-R59W Randall G. Heitzman and Connie M. Heitzman 41911 277th St. Parkston, SD 57366 605-928-7333

f...J

0 .,; "' 0 0 0 + N l~. - ,n -

( X

~,!--.. --=--=--=-~------£---r '.9+00

(

30+00 31+00

"

S 1/2 NW1/4 , SECTION 28-T99N-R59W Kenneth E. Leischner and Phyllis Leischner 1201 South Miller Ave. Mitchell, SD 57301 605-928-7 444

PVI STA.129+50.00 PVI EL. h 299.22

L = 2 0.00 -

32+00 33+00 ~ N 02°20'50" W

0 ci r--

0

g + N M

\

\_ ENO PROJECT Station 32+00

1310 1-----+--K- =_ 1+2_1_.5 __ ±+:::----.-.t,,..,----t-----t----t-----,1-----t-------, : ~ Oo t "~ gg

+"' 1& ~ ;;; ~

1305 1-----+----1---~..t-'+r...Jrt---~'l,-!U~.,__ _ _ +------t--- ---+- ---+----t-- - --l to'~ ti 5 t 5'. 5 n.

1300 i----::=1-:=;;~=+::::=:::~=r-~;;;~n.-:,-----t-----,---1-'-___ ic-___ l ___ l-~ S-0.553°/.

1280

,-..a, .... "' "'"' r-- 0 N r--o r--M OM "! "! oo...: CJ) .....: ci ....: ;; 0 ;; Cl')O a,o 00 NM NM MM ~ ~ ~ 1275 ~ ~ ~ ~

1320

1315

1310

1305

1300

1295

1290

1285

1280

1275 29+00 +50 30+00 +50 31+00 +50 32+00 +50 33+00 +50 34+00

fr: Brosz E ngineering, Inc. ~ 2309 W. 50th Street


STATE OF SOUTH

DAKOTA

PROJECT SHEET TOTAL '--------------' NO. SHEETS

BRF 6197(02) 15 34


' I Ii!.

Lanes

Surfacing

Subgrade Shoulder

PERSPECTIVE OF ENTRANCE

Transition to existing profile or construct to limits shown on cross sections.

A

ELEVATION VIEW (Entrance)

1· * Slope2% Slope2% 'I

Original ground or existing profile

4" surfacing or thickness as specified In plans

4" surfacing or thickness J as specified in plans SECTION A-A

(Entrance)

* The finished surfacing width Is stated elsewhere in the plans. The subgrade width Is 4' wider than the finished surfacing width unless stated otherwise in the plans.

GENERAL NOTES:

The ditch section shown above In the perspective and elevation view Is only for Illustrative purpose.

A 6:1 inslope will be construcled for an entrance when a pipe is required. A 10:1 inslope will be constructed when a pipe Is not required.

Pipe length will be adjusted if necessary during construction to obtain the 6:1 slope. For grading projects, tha pipe length Is estimated typically using a 4" thickness of surfacing directly over the subgrade above the pipe.

The transition area between the mainline inslope and the approach inslope for entrances will be rounded to eliminate an abrupt transition.

The turning radii will be 35' for intersecting roads and entrances unless stated otherwise in the plans.

Published Date: 4th Dir. 2019

s D D 0 T

INTERSECTING ROADS ANO ENTRANCES

September 14, 2018

PLATE NUMBER

120.0/

Shset I of 2

Subgrade Shoulder

•

STATE OF SOUTH

DAKOTA

PERSPECTIVE OF INTERSECTING ROAD

Finished Shoulder

35' R. or as specified in the plans

Edge of Driving Lane

351 R. or as specified In the plans

PROJECT

BRF 6197(02)

Finished Shoulder

Subgrade Shoulder

' ------! E Right-of-Way

See Section A-A on sheet 1 of 2.

Intersecting Road :.: .::

Entrance

PLAN VIEW

INTERSECT/NG ROADS ANO ENTRANCES

September 14, 2018

PLATE NUMBER

120.01

Published Date: 4th lltr. 2019

s 0 D 0 T Sh3et 2 of 2

~ Brosz Enginceringi Inc. ~ 2309 W. 50th Street



16 34

FOR

BID

DIN

G P

UR

PO

SE

S O

NLY

~ fQ~~ O 00

~ \D ~ "' ::;! trj Ef::~~ ~~[ vm~ (JI i::; s· ..., 0"' -"· 0-H m e

C

~ ~ i[ ~ ~ ~ r::, ;:I'

~ ;.;

"I c:, t:l t:l c,,

g;e ::,, l<2 !:!:! = ~~ ~il = :>ii, ~ :;a: ~ = :::! liE liE

~ ... .... :,,. ;:;:i ..... ..., ""' :;; ~ .... == :;a :;a -~ g;: :::,0

.;;I .;;I

;l!

i i'5 ~ - P., 0 Q ii ~

"' lJTm

V)

t I ;;: ~ 1ii

Line B-B Line B-B lnslopeat (

Drainage Structure lnslopeat (

~00:'.."'"--~~·

s:

~-.. ~· -------------~ ~.:,: - ---------------- -=== m , , I

' ' ' I

VIEW A-A (RCBC)

------i ---1~ --------- '----------- r

VIEW A-A (Pipe)

ll> ~~-------------------------I

_(_ ' I s= Traffic Direction

(D

Edge of Subgrade Shoulder~ Edge of Driving Lane___/ >-t--f

~

-i : 1-.; ~ ' $~ -12. ! 5'°"2.

o ~o

B-- '" Toe of Fill I I

I Toe of Fill

1

'" >!!.--B

>

* lnslope Transition * lnslope Transition

C lnslope at Drainage Structure

TYPE 1 INSLOPE TRANSITION GENERAL NOTES:

This Type 1 lnslope Transition is used when the specified inslope at the drainage structure is fiatter than the typical inslope and the inslope at the drainage structure is between a 4:1 slope and 6:1 slope,

Line B-8 represents the clear zone line, the location where soil intercepts the parapet on an RCBC, the location where the soil intercepts the top of the pipe adjacent to the opening of the pipe end section, or may represent a change in slope,

* Transition from the typical inslope to the inslope at the drainage structure, Within the clear zone (area from edge of subgrade shoulder to line B-8) use 100' length for each 1:1 slope change, Example: transition from a 4:1 to a 6:1 would require a 200' length transition. The typical inslope outside of the clear zone will be transitioned gradually to the slope necessary adjacent to the RCBC wing wall or pipe culvert end section within the transition length necessary for the transition within the clear zone.

~~~ 6c""' ~~m ~IO

~

ID

~ Ill 0) 0 ~ ~

"' m ~ Q ~

~ l2 s:al --.I ~ Hl j

"' I'" "I .i:.. ll]~I


!Typ,).

• Number of bars required wftl vary depending on the length of the end section.

V2" Dia. Hex. Head Bolts (Typ.)

ISOMETRIC VIEW

I" xo/,," Slotted Hole

Pfpe

'

--,:----"-~,-" l1 . " ''~ -.ti'

51/4" !ii [ 3" Galvanlzed Pipe: Flatten end, then bend out side 4" to match end section sides.

DETAIL OF SAFETY BARS

.... Yfo" (Mln.) Dta. Galvanized

0. L Stea! Rod or No. 4 Galvanized Reinforcing Bar.

~

SECTION A-A

Corrugation sized to flt pipe.

SECTION 8-8

Reinforced Edge Ful I Length of End Section

(See Section A~A>

!TI l1T\I

Bolts to hold the Surfaces tightly together

Optional Toe Plate Extension !Some Gage as End Section)

~::;;!===:;;;;;;;~~-f---- Holes spaced at 12" (Max.) --i-;--J:~=-,..--~ I th

FRONT VIEW V2" Threaded rod with flanged nuts. Form over top of end section. Side lugs to be bolted to end section

Side Lug

TYPE •2 CONNECTOR DETAIL (For 30" and Larger)

(For 21 u X 15" and Larger)

Published Date: 4th Otr. 2019

s 0 0 0 T

FRONT VIEW V2" x 6" Culvert bolt wtth flanged nut

Galvanized strop

TYPE •1 CONNECTOR DETAIL CF or 15" Through 24"l June 26, 2015

C. M. P. SAFETY ENDS PLATE NUMBER

450.38

Steet /of 2

PROJECT STATE OF SOUTH

DAKOTA BRF 6197(02)

ARCH C.M.P. SAFETY ENDS Equv. (Inches) Min. Thick, DTmensTons (Inches) L Dlmenstons Ola. Overall Length

Cinch! Span Rise Inch Gage A H w Width Slope (Inch)

18 21 15 ,064 16 8 6 27 43 6:1 30 21 24 18 ,064 16 8 6 30 46 6:1 48 24 28 20 .064 16 8 6 34 50 6:1 60 30 35 24 .079 14 12 9 41 65 6:1 84 36 42 29 .109 12 12 9 48 72 6:1 114 42 49 33 .109 12 16 12 55 87 6:1 138 48 57 38 .109 12 16 12 63 95 6:1 168 54 64 43 .109 12 16 12 70 102 6:1 198 60 71 47 .109 12 16 12 77 109 6:1 222 72 83 57 .109 12 16 12 89 121 6:1 282

CIRCULAR C.M.P. SAFETY ENDS Pipe Min. Thick. DJ mens tons <Inches) L Dimensions Dia. Overall Length

(inch! Inch Gage A H w Width Slope <Inch)

15 ,064 16 8 6 21 37 6:1 30 18 .064 16 8 6 24 40 6:1 48 21 .064 16 8 6 27 43 6:1 66 24 ,064 16 8 6 30 46 6:1 84

30 .109 12 12 9 36 60 6:1 120 36 .109 12 12 9 42 66 6:1 156 42 .109 12 16 12 48 80 6:1 192 48 .109 12 16 12 54 86 6:1 228 54 .109 12 16 12 60 92 6:1 264 60 .109 12 16 12 66 98 611 300

GENERAL NOTES:

Safety ends shall be fabricated from galvanized steel conforming to the requirements of the Speclflcatlons.

Safety bars shall be fabricated from steel schedule 40 pipe In conformance with ASTM A53, grade B or HSS 3.5X.216 In conformance with ASTM A500, grade 8.

Slotted hales for safety bar attachment shall be pr-ovlded for all end sections.

Attachment to circular pipes 15°through 24"dlameter shall be mode with Type "I straps. All other sizes shall be attached with Type "2 rods and lugs.

When stated in the plans, opt[onal toe plate extension shall be punched and bolted to end sectlon apron lip with %" diameter gotvonlzed bolts. Steel for toe plate extension shall be some gauge as end section. Dtmenslons shall be overall wtdth less 6" by 8" high.

!nsto!lotton shall be performed ln accordance wtth the Speclflcattons.

Cost of all work and materlals required for fabrication and Installation of shall be lncldentol to the bid Items for the var-taus sizes of safety ends.

s 0 0

Published Date: 4th Otr. 2019 0 T

ric Brosz Engineering, Inc. ~ 2309 W. 50th Street


C. M. P. SAFETY ENDS

safety ends

June 26, 2015

PLATE NUMBER

450.38

Steet 2 of 2

SHEET TOTAL NO, SHEETS

18 34


6' to 12'

RURAL DISTRICT

2'

In~

• . I C

" "'

E E 0 E 0

'i: E 'i:

" " "' f.-

Walkway

•·.· .. · . .-, ..... ,.·

URBAN DISTRICT • If the bottom of supplemental plate ls

mounted lower than 7 feet above a pedestrian walkway, the supplemental plate should not project more than 4" Into the pedestrian factllty.

............

6' to 12'

Paved Shoulder

RURAL DISTRICT WITH SUPPLEMENTAL PLATE

6' Minimum

E 0 E

E .§ 0 0 C E .§ " :~ .s

"' ::;

::, f.-;,.

Sign shall be level.

3

RURAL DISTRICT 3 DAY MAXIMUM

(Not appllcoble to regulatory signs)

September 22.2014


s D D 0 T

CRASHWORTHY SIGN SUPPORTS (Typical Construction Signing)

PLATE NUl,IBER

634.85

Shoot I of I


DAKOTA BRF 6197(02)

, ....... ---~---·--*-~~.....,,~rAncho1 Post or Slip Bose

__ ,,,,. ',, Examples of~,/ ',,

60" Chord L lne \>( ~, Clearance Checks / \

I \ I \

I I I \ : \ / : : I I ' : I \ : \ I \ : ' 6o. I \ ~ :

' I ', ,'

' I ' ,, ',, ,/ "'--120" Diameter·

',,, ./ ,,,. (Perimeter of stub height ~...._~-----------;' clearance checks)

PLAN VIEW (Examples of stub helght clearance checks)

Top of Anchor Post or Slip

60•

""r--z==£======i ~

Ground Line

ELEVATION VIEW GENERAL NOTES,

The top of anchor posts and slip bases SHALL NOT extend above o 60" chord line within a 120" diameter clrcle around the past with ends 4" above the ground.

At locations where there Is curb and gutter adjacent to the breakaway sign support, the stub herght shall be o maximum of 4" above the ground lfne at the locollzed area adjacent to the breakaway suppo1t stub.

The 4" stub height clearance Is not necessary for U-channel lap spllces where the support rs designed to yleld (bend) at the base.


s D D 0 T

BREAKAWAY SUPPORT STUB CLEARANCE

'1n Brosz Engineering1 Inc. ~ 2309 W. 50th Stroot


July/, 2005

PLATE NUMBER

634.99

Sheet I of I


19 34


MANUAL HIGH FLOW SILT FENCE INSTALLATION

"'f&i~ ,_ ~ 11 ~-·/_...W\ ~~ - •-;;',~..-.. ·'", ::-.... --::---.... ,.,..::;:..~ ,1.-,,,,.

_.:....;.~;:;-;- .:· ·'··: ,~"'"··/f

J .. ..-CD EXCAVATE TRENCH ® DRIVE STEEL T FENCE POSTS

Attach the sTJt fence fabric wlth o

Fabric for slit fence shall be 36" minimum width,

total of 4 plastic or wire ties per post. Three ties shall be used at the top and I tie shall be opproxlmotely ot mid-point of the post,

® ATTACH S" T FENCE FABRIC © BACKFILL TRENCH ANO WHEEL COMPACT SOIL

Slit Fence Fabric

0'' staples shall be ploced at each post to secure the sll t fence fobrlc to the bottom of the trench,

Steel T Fence Post

The elevation at these locatlons shall be, at o minimum, higher than the top of the slit fence fabric at Its lowest elevotton.

~ SECTION A-A

~~ LThe slit fence length and width moy be

odJusted due to a larger pipe, multlple pipe, or other circumstances during construction as determined by the Engineer.


s 0 0 0 T


December 23, 2003

PLATE NUlt/BER

734.05

517eel I of 2

STATE OF SOUTH

DAKOTA

PROJECT

BRF 6197(02)

MACHINE SLICED HIGH FLOW SILT FENCE INSTALLATION

-Operation Roll of silt

="""---'f'-'e::.;nce fabric Silt Fence Fabric

CD INSTALL SILT FENCE FABRIC BY MACHINE SLICING METHOD.

DRIVE STEEL T FENCE POSTS

® WHEEL COMPACT SOIL ABOVE SLICED IN PORTION OF FABRIC ANO THEN DRIVE STEEL T FENCE POSTS.

Fabric for slit fence Sholl be 36" minimum width.

A

Attach the sllt fence fabrrc with a total of 4 plastic or wire ties per post. Three ties shall be used at the top and I tie shall be approximately at mid-point of the post.

Slit Fence Fobrlc

Plastic or / Wire Ties -<--..

Flow

Steel T Fence Post

Wheel Compacted Areas

@ ATTACH SILT FENCE FABRIC SECTION A-A

GENERAL NOTE:

elevotlon at these locations shall be, at a minimum, higher than top of the slit fence fabric at tts lowest elevation.

If a trench con not be dug or the s!l t fence fabric con not be sJTced In due to the type of earthen moterlol (such as rock), then o row of 30 to 40 pound sandbags butted end to end shall be provided on top of the extra length of slit fence fabric to prevent underflow.


s 0 0 0 T


fie Brosz Engineering, Inc, ~ 2309 W. 50th Street

Sioux Fn!Ls SD 57105

December 23,2003

PLATE NUlt/BER

734.05

Sheet 2 of 2


20 34


See Detotl B

ELEVATION VIEW CUT OR FILL SLOPE INSTALLATION

Excavated Materfol from Trench

Wood Stoke

DETAIL B !TYPICAL OF ALL INSTALLATIONS>

Point A

ISOMETRIC VIEW DITCH INSTALLATION

DITCH INSTALLATION

Grode Spacing IFtl

2% 150 3% 100 4% 75 5% 50

Woad Stake

CUT OR FILL SLOPE INSTALLATION

Slope Spoclng

1:1 2:1 3:1 4:1

Ends of Erosion Control Wattles

IFtl 10 20 30 40

DETAIL C

Point A Point A

PLAN VIEW DITCH INSTALLATION

B

SECTION A-A

December 23, 2004

s D D 0 T

EROSION CONTROL WATTLE PLATE NUl,IBER

734.06

Published Date: 4th Otr. 2019 Sheet I of 2

GENERAL NOTES,

STATE OF SOUTH

DAKOTA

PROJECT

BRF 6197(02)

At cut or fill slope lnstallottans, wattles shall be Installed along the contour and perpendfcular to the water flow,

At ditch Installations, point A must be higher than point B to ensure that water flows aver the wattle and not around the ends.

The Contractor shell dlg a 3" to 5" trench, Install the wattle tightly In the trench so that doyllght can not be seen under the wattle, and then compoct the soil excavated from the trench against the wattle on the uphlll side. See Detail B.

The stakes shall be l"x2" or 2"x2" wood stokes, however, other types of stokes such os rebar may be used only If approved by the Engineer. The stakes shall be placed G" from the ends af the wattles and the spacing of the stakes along the wattles shall be 3' to 4'.

Where lnstolllng running lengths of wattles, the Contractor shall butt the second wattle tightly against the first and shall not avertop the ends, See Detail C.

The Contractor and Engineer shall Inspect the erasion control wattles once every week and within 24 hours ofter every rainfall event greater then '/2". The Contractor shall remove, dtspose, or reshape the accumulated sediment when necessary as determined by the Englneer.

Sediment removal, dtsposol, or necessary shaping shall be as directed by the Engineer. All costs far removing accumulated sediment, dlspasal af sedlment, and necessary shaping shall be tncldentol to the contract untt price per cubic yard for "Remove Sediment".

All costs for furnishing and Tnstalllng the erosion control wattles Including labor, equ!prnent, ond rnaterlals shall be tnctdental to the controct unit price per feat for the corresponding erosion control wattle bid Item.

All casts for removing the erosion central wottle from the project Including lobor, equipment, ond motertols sholl be lncldental to the controct unit price per faat far "Remove Erosion Control Wottle".


s D D 0 T

EROSION CONTROL WATTLE

fyj Brosz Engineering, Inc. ~ 2309 W. 50th Street


December 23, 2004

PLATE NU1,18ER

734.06

Sheet 2 of 2


21 34


Construct ·~emporary stream diversion devlce In confor'monce with envlr'onmentol constraints. Possible options may Include sondbogs,geotech tube,sheet pile, or others.

drainage structure )- 1 - { New permonent~l. - - L,

to be constr'ucted 1 1

Constr'uct temporor'y str'eom diversion device.

I.

I

I I r-1 I I

I I I

.I- -· - "

Variable .1

STATE OF SOUTH

DAKOTA

PROJECT

BRF 6197(02)

Temporary OIYerslon Channel

Existing Road

Plpe(sl may be used through the roadway as par't of the temporary diversion channel for the full length of the diversion.

Type B drainage fabric wHI conform to Section 831 of the Speclflcotlons.

Provtde "shingle effect~ when Installing drolnoge fabric. Seams will overlap 2',

GENERAL NOTES, SECTION A-A

TEMPORARY DIVERSION CHANNEL A temporary diversion channel and/or plpe(s) will be used to divert stream or dratnage away from a construction area to provide a dry work area for construction. The diversion of streams and waterways Is Intended to protect the streams and waterways from various construction contaminants and sediment. Disturbing the exlstfng stream channel and riparian zone should be minimized. Equipment wlll not cross through the stream outside of the work. area,

Sizing of the temporary diversion channel ond/or plpe(sl wlll be the Contractor's responslblllty.

The method and moterlals used to construct the stream diversion device wlll be the Controctol"''s responsibility, howeYer, earthen berms are not acceptable since their removal causes siltation problems,

The Contractor wlll restore the original channel bottom to Its orlglnal condition prior to returning any flows. Upon completion of the new permanent drainage structure, the temporary stream dtversion block or device wtll be removed In a manner that wlll not cause violation of water quo!tty standards. The temporary diversion channel wtll then be backfilled and any plpe(s) (If used) will be removed. The entire work. area will be cleaned and restored to smooth/even contours.

All costs for labor, equipment, matertals, and Incidentals as Indicated on thts sheet to complete a satisfactory temporary dlversfon channel and/or plpe(sl will be Incidental to the contl"'act unit price per each for "Temporary Diversion Channel For Fish Passage". "Temporary DTverslon Channel For Fish Passage" wlll be paid Tor once per structure site regardless of the number of times water Is dlverted at the lndfvlduol site.


s D D 0 T

TEMPORARY DIVERSION CHANNEL FOR FISH PASSAGE

'fr Brosz Engineering, Inc. \.J!? 2309 W. 50th Street Sioux Falls SD 57105

Sep/ember 14, 2018

PLATE NUUBER

734.30

Sheet I of I


22 34


Type B Drainage Fabric (160 Sq. Yd.)

10'-0"

* 55'-6" * 20'-0" (Inlet)

* 112'-0"

I * 56'-6"

* 72'-0" Precas.:..t =-Bo::.:x.:..C=.u::.:l.:..ve:.:.rt'---,-- --- ---..,-.:.:*.:.:2_0:..:_·-_o_" !..(O:..:u:..:11.:.:et,_) ~-i---~1~8_.:::'-0:'..'_' ---i

* 37'-6" I * 38' 6'

f I I 6.F.L Elev. 1272.20, I

~: ' -·-

]t:. .NRA

~.NRA

~ .N RR

~ .N RR

JS.:;RAR

i .;;s;ARR I I

Class C Rlprap r (193.1 Cu. Yd.)

LEGEND W = Width of Opening H = Height of Opening Tl = Thickness of Top Slab Tb = Thickness of Bottom Slab Ts = Thickness of Side Wall Tm = Thickness of Middle Wall

Class C Riprap (119.7Cu. Yd.)

!j~cJ~Jl~ ~ -~~ ./ 1 ~f~t \ --R·~,~~,~ ~ ! !¢sta. 23+12.50 "' I, I,

1 , ... Bottom L,mrts of I I "'- ./1 I Undercutting

Type B Drainage Fabric /217 Sq. Yd.)

100 Yr HW 1288.0'

25 Yr DHW __sz_

1282.3' __sz_

, , : ""-Subgrade Subgrade ./ : , Box Culvert - --"2_:1_ -,-.j-•- -'--'16:...'·-=6_" --·~1 I Shoulder Shoulder I j1-o,--1:.:.7_'."-6'_' _ _ ,..1,.,·1 ·-..!2:.:..:1:.....,,..,,_

i1 i 1

Top of Riprap ~- Elev. 1283.2 o.

2'-0" I I 19'-0" 19'-0" I I 2'·0" ~ i---0-.0~3~fl~.ft-t. - ---i-- - 0.~03~ ~~t.l-fl-.--'~

PLAN

• Bottom Limits of

4'-0" Cutoff Wall {Typ.) 'L F.L. Elev. 1272.30 ~ '\_Undercutting

- - -------- -- - ---- - ~--- - - - - ---------- - ---

Box Culvert

P.T. Sta. 22+87.50

Top of Subgrade

P.C. at 'L Roadway

ELEVAnON

I Ii_

Box Culvert P. C.

Sta. 23+87.50

P.T. Sta. 26+62.50

Sta. 19+62.5.00 P.I. Sta. 21+25.00 El. = 1289.60

I P.I. Sia. 25+25.00 El. = 1289.60 V.C. = 325.00' V. C. = 275. 00'

0.000%

P.I. Nole :

* Dimensions may vary with installation and/or fabricator. See shop plans for actual installation length.

't( Minimum distance to satisfy fill slope.

6. Based on Dimensions shown.

¢ Based on 8" Walls.

*Topeka Shiner Stream

Note: Some channel cleanoul may be required at the inlet and outlet ends of the structure. This work will not be paid for separately, but shall be included in the contract lump sum price for "Incidental Work, Structure."

Flowline of box culvert is depressed

STATE OF SOUTH

DAKOTA

- X028 -

PROJECT

BRF 6197(02)

INDEX OF SHEETS


23 34

Sheet 1 Sheet2 Sheet 3-4

General Drawing and Estimated Quantities Notes and Undercutting Details Standard Plates -Structure

ESTIMATED QUANTITIES ITEM

Incidental Work. Structure Structure Excavation, Box Culvert Box Culvert Undercut Controlled Density Fill 2-11 'x1 O' Precast Concrete Box Culvert, Furnish 2-11 'x 1 O' Precast Concrete Box Culvert, Ins tall 2-11'x10' Precast Concrete Box Culvert End Section, Furnish 2-11'x10' Precast Concrete Box Culvert End Section, Install Class C Riprap Type B Drainage Fabric

~ Quantity is based on 9" top and bottom slab and 8" walls.

~ For payment, quantity is based on plan shown dimensions and will not be measured unless the Engineer orders a change,

Note: The conversion factor for Class C Riprap from tons to cubic yards is 1.4 tons per cubic yard.

HYDRAUUC DATA Qd 1,974 c.f.s.

Ad 387 sq.fl.

Vd 5. 1 f.p.s.

Qf 1,974 c.f.s.

Q100 4,996 c.f.s.

Qot 6100 c.f.s.

Vmax 12.6 fps

UNIT

LS Cu.Yd. Cu.Yd. Cu.Yd.

Ft Ft

Each Each Ton

Sq.Yd.

QUANTITY

Lump Sum 152 231 40.2 144.0 144.0

4 4

312.8 377

Qd = Design discharge for the proposed culvert based on 25 year frequency. El. = 1282.3 . -

Qot = overtopping discharge & frequency 165 yr. recurrence interval, El. = 1290.9. Location Sta. 23+37.

Qf = designated peak discharge for the basin approaching proposed project based on 25 year frequency.

Q 100 = computed discharge for the basin approaching proposed project based on 100 yr. frequency. El. = 1288.0.

Vmax = maximum computed outlet velocity for the proposed culvert or bridge, based on a 100 year frequency.

GENERAL DRAWING FOR

4 - 11 'X 1 O' PRE CAST BOX CUL VERT NORTH BRANCH OF DRY CREEK * STA. 23+37.00 STR. NO . 34-140-096 PCN 04VJ

0° SKEW SEC.28/29-T99N-R59W

BRF 6197(02) HL-93

- X028 -

HUTCHINSON COUNTY SOUTH DAKOTA

JANUARY 2018 (DoF G) The elevations shown in the plans are based on the National Geodetic Survey (NG$) North American Vertical Datum of 1988 (NAVD88). VERTICAL CURVE DATA

1' below channel bottom to accomodate passage of aquatic organisms {i, Brosz Engineering, Inc. \!? 2309 W . 50th Street


DESIGNED BY: CK. DES. BY DRAFTED BY APPROVED:

DJH DRC SDD/BWW BRIDGE ENGINEER

FOR BIDDING PURPOSES ONLYSPECIF/CATIONS

Use South Dakota Standard Specifications for Roads and Bridges, 2015 Edition and Required Provisions, Supplemental Specifications, and Special Provisions as included in the Proposal.

DESIGN MIX OF CONCRETE

1. Mix shall be as per fabricator's design, however minimum compressive strength shall not be less than 4500 p.s.i. at 28 days.

2. Type II cement is required.

GENERAL NOTES

Design shall be In accordance with Section 560 of the Specifications with the following criteria:

1. Box culvert and box culvert end section design shall conform to the MSHTO LRFD Bridge Design Specifications, 2014 Edition with 2015 and 2016 interims.

2. Design Live Load: HL-93. No construction loading in excess of legal load is anticipated. If construction loading in excess of legal load is anticipated by the Contractor, the Contractor shall submit a proposal including a design analysis for the anticipated construction loading. through the proper channels, to the Office of Bridge Design for approval. Upon approval, the construction load shall not be applied until the depth of fill over the box culverl as required by analysis has been placed. At a minimum, 4 ft. of fill shall be placed over the box culvert prior to applying the construction load. All costs associated with accommodating any construction loads shall be borne by the Contractor.

3. The box culvert shall be load rated in accordance with the MSHTO Manual for Bridge Evaluation, 2010 Edition with latest Interim Revisions using the LRFR method. The rating shall include evaluation at the Design Load rating for the HL-93 truck at both lnvento,y and Operating levels and at the Legal Load rating for the three SD legal trucks (Type 3, 3S2 and 3-2) as well as the notional rating load and four specialized hauling vehicles noted in the AASHTO Manual for Bridge Evaluation. All sections of the box culverl shall rate at HL-93 or better (lnvento,y Level). The three SO Legal Loads, the notional rating load and the four specialized hauling vehicles shall rate greater than 1.0 at legal load rating level. Submit Load Rating calculations with the Design and Check Design calculations or shop plans. as appropriate.

4. The design of the barrel sections shall be based on a minimum fill height of 2 feet and include all subsequent fill heights up to and including the maximum fill height of l ft. over the box culverl.

5. Minimum inside corner fillet shall be 6 in.

6. Minimum precast barrel section length shall be 4 ft.

7. Lift holes shall be plugged with an approved nonshrlnkable grout.

8. The Fabricator shall imprint on the structure the date of construction as specified and detailed on Standard Plate No. 460.02.

9. Alternate end section details will be allowed. subject to the approval of the Bridge Construction Engineer. No additional payment will be made for any change in the barrel/end section configuration.

10. Installation of the precast sections shall be in accordance with the final approved shop plans.

11 . A minimum of two tie bolts per side shall be used to fasten each precast section together. for a minimum of 4 tie bolts total per joint. All costs associated with furnishing and installing the lie bolts shall be incidental to the contract unit price per foot for "2-11'x10' Precast Concrete Box Culverl, Furnish".

12. Dewatering will be required.

13. Compaction of earth embankment and box culverl backfill material shall be governed by the Specified Density Method.

14. Subsurface soils at the box culvert to approximately 9 feet below the existing flow line are as shown on the table on this sheet.

i i

't. Roarway

Sta. 23+63.50~-

't'

Bottom Limits of

;undercut INCIDENTAL WORK. STRUCTURE

1. The in place structure is a was built in 1935.

STATE OF SOUTH

DAKOTA

50' 2-span steel stringer

PROJECT SHEET TOTAL NO. SHEETS

BRF 6197(02) 24 34

bridge with conrete cast-in-place deck and

~ <o "'

~ ~ J ~ - --~ ~-------- - - - --------- ------------------ - 1- -- 2. The Contractor shall remove and dispose of the in-place structure. The Contractor shall salvage the beams for the County. It should be noted that red lead paint is likely present on the existing beams. The salvageable material shall be stockpiled within the right of way for pickup by County forces. The Contractor will dispose of items not salvaged. The bent and abutments shall be removed to the bottom of the undercut. All piling shall be removed to 1'-0" below the bottom of undercut.

1c ~ I

9 t")

"'

~ -~ 1 __ co _ ___ _ ___ sta:._2_3_+3_7_._oo_~ _ _ _______ ____ ,_ _

'° u -1 ~ j I 3.

<o -· <o

"' o.----~ ~-------~ 1------------------ ----.. co :'!: Sia. 23+10.50~ 4.

The foregoing is a general description of the in-place structure and should not be construded lo be complete in all details . Before preparing a bid, it shall be the responsibility of Contractor to make a visual inspection of the structure to verify the extent of the work and maerials involved.

All costs associated with the foregoing work shall be included in the contract lump sum price for "Incidental Work, Structure."

I: 58'-0" l

116'-0"

UNDERCUT LAYOUT (Bottom Dimensions)

54'·0"

27'-0" 27'-0"

I 'L

Boxqu1vert

0)

Chf nel Box 9u1verl

I 1'-0" I

58'-0"

: I

2'-6" - r ~ Q) co

1 Fntrolled Density Fill

l ." ~ . . Precast J Min 2'-6"

Station

22+97

23+05

23+54

23+65

l ~ C>

__J 2~1 __ , I I IL 1'-0" Undercut,

f-,-· ----- - - ----'-53'--'-'·0_" ___________ ~ Backfill, & Bedding

34 ft. Lt.

29 ft. RI.

54 ft. Lt.

43 ft. Rt.

TYPICAL SECTION (For Limits of Undercut)

SUBSURFACE SOILS TABLE

Elevation Material Descrietion

1281.4 - 1276.4 Brown medium grained sand

1276.4 - 1274.4 Brown silt-clay with sand

1274.4 - 1272.4 Brown gravel (water bearing)


1270.9 - 1263.4 Gray sand-clay

1281.5 - 1277.0 Brown medium grained sand

1277.0 · 1274.5 Brown sill-clay with sand

1274.5 - 1270.5 Brown gravel (water bearing)

1270.5 • 1263.5 Gray sand-clay


1271.2- 1262.7 Gray silt-clay


1271.0 • 1263.0 Gray silt-clay

Groundwater Elevation

1274.84

1275.90

1274.24

1274.54

CONTROLLED DENSITY FILL

1. Controlled density fill shall be placed between the lines of precast box culverts as shown on the plans. Controlled density fill shall be a CLSM Mix Design per sect/on 464.3 82 of the specifications.

2. The fine aggregate shall be natural sand consisting of mineral aggregate parlicles conforming to the following gradation requirements.

Percent Passing 3/8 inch sieve 100 Percent Passing No. 200 sieve 0-10

3. The mix shown above is designed to produce a minimum compressive strength of 100 psi. The Engineer may adjust the proportion of water at tile site to provide the necessa,y mix consistency.

4. No backfil material shall be placed sooner than 24 hours after placement of the controlled density fill.

5. Adjust cutoff wall shown on Standard Plate No. 560.21 lo extend full width of the end sections (out-to-out) plus the 12 inch spacing.

SHOP PLANS

The fabricator shall submit shop plans in accordance with the specifications lo Brosz Engineering Inc., 3500 S. Phillips Ave #201, Sioux Falls, SO 57105 ([email protected]). After review. corrections (if necessary), and approval by Brosz Engineering Inc., the Office of Bridge Design w/11 review the submittals, authorize fabrication, arrange for fabrication inspection. and distribute the shop drawings.

Brosz Engineering, Inc. 2309 W . 50th Street Sioux Falls, SD 57105

EST/MA TED QUANTITIES ITEM I UNIT I QUANTITY

JZf .._ _ _ -=.B.:;;ox.:....=.Cccul-'-ve'--rt-'-U-'-nd_e-'-rc_u'--1 ___ --tl __ C_u_. Y_d_. --tl __ 2_3_1 _ ; I I

JZf For payment. quanlily is based on plan shown undercut dimensions and will not be measured unless lhe Engineer orders a change.

NOTES AND UNDERCUTTING DETAILS FOR

4 - 11 'X 10' PRECAST BOX CULVERT NORTHBRANCHOFDRYCREEK 0° SKEW STA. 23+37.00 STR. NO. 34-140-096 PCN 04VJ

SEC .28/29-T99N-R59W BRF 6197(02)

HL-93

DESIGNED BY:

DJH

HUTCHINSON COUNTY

SOUTH DAKOTA JANUARY 2018

CK.DES. BY

DRC

DRAFTED BY APPROVED:

SDD/BWW

@ oF G)

BRIDGE ENGINEER


:J!i" 1 J4"

Year Plata So& Note 2 {c)

"" 2~" 1" ,w 1" 2W' 1" ,w

~ [OJ PLACE PLACE

APPROPRIATE APPROPRIATI

NUMBER NUMBER HERE HERE

YEAR PLATE DETAILS GENERAL NOTES: 1. Year plates of the general dimensions shown shall be constrocted on all

box cu/Verls and bridges. The yenr plates s/1all be construct ad in raversa and attached to t11e forms In such a manner that the finished Imprint In the concrete does not exceed on a-half(~ Inch In depth.

2, Year plates shall be located on strocture (a) as follows:

1 ~ ..

a. On cast-in-place box cu/Verls the year p/Qtes shall be four and one • half (4 ~) inches below the top of the upstream pampet well end centered laterally on the upstream face. On precast bol< culverts Iha year p/ala shall be centered leterel/y on lhe upstream face of the top slab. Where an extended inlerlor wall Interferes with this location, the yesr plate shell be centered In an adjacent barrel.

b. On bridges with six (6) Inch curbs or ''Jersey" shaped barriers with no

~"

em:Jb/ocks, the year plate shall be centered vertically on the curb face approxfmataty six (6) inches from Iha end of the bridge, or as designated by the Engineer. On bridges with "Jersey" shaped barrier andblocks, the year plate shall be centered on the upper sloped portion of the barrier approximately 5'· 6" from the end of the bridge, or as designated by the Engineer. There shall be one year plato at each end of/he bridge on opposite sfdes.

c. Whan the plans specffy thot both Iha original date of constroctlon and the date or raconstrocllon are to be shown, ont;t date shall be placed as listed above and thtit other located adjacent to It. Both year plates shell be shoWt) at each end oflhe bridgo on opposite sides.

3. There will bt;t no separate measurement or payment made for year plates on box cu/Verls and brldgas, All costs for thfs wo,f( shall be Incidental to other C011tract items.

End Bridge

~:--r

"' . "'

~ "' . "' . "' --

Year Plate See Nola 2 (c)

JERSEY BARRIER (1,\,'Vfh Endbfock) JERSEY BARRIER TYPEBCURB


s D D 0 T

YEAR PLATE DETAILS

June 26,2012

PLATE NUMBER

460.02

Steel I Of I

Waslier\ (Ty£:lj

~ Hole

'

STATE OF SOUTH

DAKOTA

16" 18"

~d'tJolnt

2" long 1 ~" ¢ (nomlnel pipe size) double extra strong pipe slaeve or approved equal. (Typ.)

... · \ Typ>). "· r,,-,.;,...-e

32" (Adj. :l: 1 W Min.)

TIE BOLT ASSEMBLY

GENERAL NOTES: 1. All holes for tie bolts shall be cast-in-place, 16 lnchas from

outside edga of joint. Gast In insarls or sleeves, If used, shall be made of a corrosion resistant material.

2. Ties shall be 1 Inch aJ and conform to the rsquirements of ASTM A36, ASTM A307, orASfM F1554, Gr. 36. Nutsshef/ be heevyhex In conformance with ASTM A563. Washers shall COllform to ASTM F436, Type 1. The welded pipe sleeve shall conform foASTM A53, Grade B.

3, Welding and wold inspection shall be In conformance wflh AWSIANSI D1.1 • (Current Yanr) Structural Welding Code • Steel.

4. Tie Bolt Assembly shall ba galvanized In accordance with ASTM A 153 or ASTM F2329 as applicable.

5. Tie Bolt Assembly details may vary from lhet shown, but a/female tie bolt essemblles are subject to testing to damonstrela equal strength. Submit details, through proper channels, to the Office of Bridge Design for approve/.

6. All casts for fumish/ng end fnsta/1/ng tlle precesl box culvorl f(e bolt assembly she{( be Incidental to the contmct unit price par Foot for "Precast Concrete Bo'I< Culvert, Furnish'~

Published Date: 4th Dtr. 2019

s D D 0 T

PRECAST BOX CULVERT TIE BOLT ASSEMBLY DETAILS

fT'. Brosz Engineering1 Inc. ~ 2309 W. 50th Street


~ Ho,fe

. I

PROJECT

BRF 6197(02)

March 21, 2016

PLATE NUMBER

560.0/

Smet I of I


25 34


* PLAN (Inlet or OutleQ

1"¢ 1ias (Typ)

10" M Radius (

!k1 ax. Typ.)

1"¢ Tie (Typ )~

II Cutoff We (Cast-/n-Plac

orPrecas • I)

12"

'7

(Inlet or Our/et)

_Jd(__-

Tm '<c

Fill 3nt hofos with grout nfonr,lng ro

\ Section 460.2 K. of/ha Sneciflcallons.

\

h " " " "

w

7

" ~

" " " "

CUTOFF WALL 1. All costs EJssoc/atad wfth fumlshlng and /nstalllng the Cutoff

Wall, whether pracest or cast.Jn-p/ace, shall be Incidental to the contract unit prlca per each for "Precast Box Culvert End Sor:1/on, Fumlshn.

2. Concrole for cast-In-place cutoff wall shall be Class MB concrete In eccordance with Section 462 ofthe Speclllca/lons.

3. All reinforcing steal shall conform to ASTM A615 Grade 60. 4, A/tamale data/ls will be allowed, subject to the approval of the

Bridoa ConstruGtlon Engineer.

"

/

DETAIL "X" NOTE: Joint details may vary from that shown, according to the manufacturor's design. Submit de/alls with shop plans for OPProval.

r..nt ~

:,;

~

1 )," Cl. I-<-

~ SEC. C-C

LEGEND W = Width of Opening H = Height of Opening 11 = Thickness of Top Slab Th "' Thickness of Bollom Slab Ts = Thickness of Side Wall

Tm= Thichness of Middla Wall NOTES: L = Langth of End Sar;t/on

---------"2W"-'•_,(Je.'·ccOe,?'----------+-il Saa GENERAL DRAWING for Wand H d/mansions. Tt, Tb, Tm, L, and Ts dimensions shall be f1.1m/s/1od by the Contractor.

VIEWA -A * Length 1md number of units may vary from that shown.

June 26, 2015


s 0 0 D T

PRECAST DOUBLE BOX CULVERT SLOPED ENO SECTION DETAILS WITH 4'-0" CUTOFF WALL

PLATE NUIIBER

560.21

S006t I of I


DAKOTA BRF 6197(02)

, __ , __ , __ ,

Eyebo/t (See EYEBOL T DETAILS)

: ' ' ' ' ' ' ' ' : '

F/owlina Box Cufvert

----~---······································-DETAIL FOR FENCE ANCHORS

GENERAL NOTES: 1. The fenca end post do tails shown are for illustrative purpose only.

jEyabo/1

~~-f ·---·-·---·} 11 Tho fence shalf be as specified Glsowhera In the plans.

2. Eyebolts shell be plsced on a/I of/he box cu/ve1t wing walls.

J. Eyebofts shall be % fnch diameter and shall conform to ASHA A307.

4. Eyebolts, nuts, and concrete Inserts shall be galvanized in eGcordanao with MSHTO M232 (ASTM A 1.53). Concrete Inserts of c:orrosion ms/stant materfal nasd not ba gafvanlzed.

6. Cast-/n.p!ace ayebo/ts shall heve a nut a/fached, be 4 ~ inches (Min.) in length and shall be embedded such thot /he eye of the bolt ls flush with Iha conGrele surface. (Sea Eyeball Details) As an a/tam8le, cast-In· piece concrete inserl.s, capable of developlllfJ Iha full strength of the % Inch diameter threaded 1,rebolt, may be used and shall be set In the concrete in accordonce wit/J the manufacturer's recommendations. TIie eyabolt shall be of su({icient length to davefop its full strength. The eye of the ayebolt shall ba flush with the concrete su,face,

6. The cost for furnishing and /nstall/ng eyebolt.s andlorconcrote Inserts shell be inc/dental to van'ous contrect Items.

VIEWA-A

Ler th of E ebolt

EYEBOLT DETAILS

/JecMlber 23.2012

Published Date: 4th Dtr. 2019

s 0 0 D T

FENCE ANCHORS FOR BOX CULVERT WING WALLS

Pl.ATE NUIIBER

620.16

fr, Brosi: Engineering, Inc. ~ 2309 W. 50th Street


Sleet I of I


26 34


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PLANS FOR PROPOSED SHEET NO. 1 Title Sheet SHEET NO. 2-6 …apps.sd.gov/HC65C2C/EBS/lettings/electronicplans/04VJ... · 2020. 3. 4. · )25%,'',1*385326(621/< STATE OF PROJECT SHEET